GOVT. ENGINEERING COLLEGE, AJMER
(An Institute of Govt. of Rajasthan) Barliya Chouraha, National Highway – 8, Ajmer
www. ecajmer.ac.in 0145 – 2671805 Email: principal @ecajmer.ac.in fax 0145 – 2671801
TENDER DOCUMENT
Name of work - Construction of Canteen
Estimated Cost - Rs. 12.40 LAC Earnest money - Rs. 24800/-
Tender Cost - Rs. 500/-
Last Date of sale & Receipt of Tender- 03-01-2013 up to 2.00 pm
Date & Time of opening
of tender document - 03-01-2013 at 3.00 pm Period of completion - 90 day
B.S.R. - P.W.D. B.S.R.–Ajmer Circle -2012
N.I.T. No - ……….
Name & Address of Contractor - ---
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GOVT. ENGINEERING COLLEGE, AJMER
(An Institute of Govt. of Rajasthan) Barliya Chouraha, National Highway – 8, Ajmer
www. ecajmer.ac.in 0145 – 2671805 Email: principal @ecajmer.ac.in fax 0145 – 2671801
NAME OF WORK: CONSTRUCTION OF CANTEEN WORK
1. The Security Deposit will be deducted @ 10% of each payment/ running payment made to contractor.
2. The security deposit amount shall be refunded only after the expiries of “Defects Liability Period” i.e. after 12 months of completion of work with satisfy report.
3. All building material/ fixtures required for the construction work, must be got tested and contractor has to submit the certificate for the same if required & got approved from the Govt. Engineering College authority prior to use. Any material not conforming to the specifications collected at site and defective work shall have to be removed by the contractor within a period of 24 hours of the instructions issued by the Govt. Engineering College authority. Failing which such material shall be removed by the college authority at risk and cost of the contractor after expiry of 24 hours period.
4. If prorata progress is not achieved then a part of work may be withdrawn from the contractor with a single notice of 7 days to get it executed from the other party & action shall be taken as per clause of agreement.
5. After completion of work, contractor has to clear the site as per direction of Govt.
Engineering College authority within 15 days. Otherwise same shall be done by department at contractor‟s cost without issuing any notice.
6. Construction program shall be submitted by the contractor within 5 days of issue of work order and get approved from the Govt. Engineering College authority.
7. Quantities of any item may be increased or decreased or deleted as per site condition and as per instruction of principal of Govt. Engineering College. Nothing can be claimed extra for such charges in the item and also in the variation of quantities. All the instruction/ specification issued by the Govt. Engineering College authority from the time to time regarding construction addition or alteration shall be binding for the contractor.
8. Proper Curing shall be done as per specification & as specified by the Govt. Engineering
College authority by the contractor at his own costs. All arrangement regarding this shall
be done by the contractor at his own cost, for which no extra payment shall be made. If not the same will be got done departmentally & recovery will be made from contractor.
9. All scaffolding shall be arranged by the contractor.
10. Any defective work shall have to be removed within 24 hours.
11. If any extra item executed in the tendered work, rate shall be applicable as per BSR P.W.D. Circle Ajmer-2012 above/below whatever is sanctioned in tender by Govt.
Engineering College, authority. For non-BSR item rate shall be given as per rate analysis sanctioned by Govt. Engineering College, Ajmer.
12. The Security Deposit of the work shall be paid to contractor after 12 months from the date of handing over the charge of work on completion to college and on the satisfactory report of work by the committee.
13. Watch & ward shall be carried out by the contractor at his own cost till the handing over of the said work to the client department.
14. Any price Escalation is not applicable under this contract agreement.
15. The contractor during the entire execution of work shall fully abide by the labour law PF law, as are applicable for any construction and shall also be responsible to enforce it during the entire period of construction.
16. The Authority will have the right to replace an order of any of the items in the „G‟
Schedule enclosed with the tender in full or in part & also reserves the right to reject all or any of the items in the tender without assigning any reasons.
17. In case of contradiction between special condition and general condition, the special condition will prevail.
18. Material/fittings, fixture will be used as per specifications mentioned in G-Schedule and shall be got approved before execution from Govt. Engineering College Authority.
19. If progress of work is not found satisfactory a penalty up to 10% shall be imposed on contractor/firm as decided by college authority.
20. The decision of college authority shall be final & binding to contractor in all cases.
(Estate Deptt.)
Signature of Contractor GEC, Ajmer
GOVT. ENGINEERING COLLEGE, AJMER
G-Schedule for Extension of Canteen at Engineering College Ajmer
Based on BSR 2012
S.No. Item Description Quantity
(approx.)
Unit Rate Amount 1 Excavation work by mechanical means (Hydraulic
excavator) / manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sum on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available : 1.5-3.0 Mts-Ordinary rock
142.430 cu.m 278.00 39,595.54
2 Transportation of excavated earth/rock up to 300m 142.430 cu.m 62.90 8,958.85 3 Providing and laying in position cement concrete
including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
22.263 cu.m 2,204.00 49,067.65
4 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6- Sand).
52.320 cu.m 1,706.00 89,257.92
5 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor III level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand)
29.083 cu.m 3,212.00 93,414.60
6 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor III level in all shapes and sizes in : Cement mortar 1 : 4 (1 cement : 4 coarse sand)
11.022 cu.m 3,458.00 38,114.08
7 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor three level for :Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc.
202.732 sq.m 202.00 40,951.86
8 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor three level for :Columns, pillars, posts and struts etc.
36.651 sq.m 172.00 6,303.97
9 Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix
5.107 cu.m 4,388.00 22,409.52
10 Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix / Design Mix
3.947 cu.m 4,820.00 19,024.54
11 Providing and laying in position specified grade of cement concrete for RCC structural elements up to floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, girders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix
28.539 cu.m 4,777.00 136,330.80
12 Providing & laying Chequerred terrazo tiles of approved make 22mm thick with marble chips of size upto 6mm, in floors, jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and polishing complete in all respect as per specification, on 28mm thick bed of C.M. 1:4: Dark shade using ordinary cement.
12.370 sq.m 401.00 4,960.37
13 Random rubble dry stone Kharanja under floor. 22.087 cu.m 445.00 9,828.72 14 Centering & shuttering with plywood or steel sheets
including strutting ,propping bracing both ways and removal of form work for foundation in basement rafts,footings,strap beams,bases of columns etc. upto plinth level
20.524 sq.m 113.00 2,319.21
15 Providing and fixing in cement sand mortar 1 : 3 single/double rebated R..C. Door Window and ventilator frames (Chowkhats) including 1%
reinforcement as per design and concrete mix 1 : 2 : 4 cutting etc. complete incl. horns. and hold fasts :Size 100 x 75mm
30.720 rm 92.00 2,826.24
16 IRONOMY - UNNAMED
a Hinges of size 100mm of iron 18.000 each 56.00 1,008.00
b Steel handles, ordinary (Non BSR item) 12.000 each 185.00 2,220.00 c Tower bolt of ordinary class (Non BSR item) 12.000 each 85.00 1,020.00
d Door stopper-ordinary (Non BSR item) 6.000 each 12.00 72.00
e Back stopper-ordinary class (Non BSR item) 4.000 each 18.00 72.00 17 Plaster on new surface on walls in cement sand mortar
1:4 including racking of joints etc. complete fine finish :12mm thick
129.247 sq.m 115.00 14,863.41
18 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish:
20mm thick.
318.230 sq.m 121.00 38,505.83
19 Providing & applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete
278.894 sq.m 152.00 42,391.89
20 Polished blue kota stone flooring skirting, llaid over 20mm thick base of C.M. 1:4 and jointed with grey cement slurry to match the shade of the slab including rubbing and polishing complete: 25mm thick.
82.227 sq.m 825.00 67,837.28
21 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacture ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer in charge in skiriting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white mixed with pigment of matching shade complete.
13.805 sq.m 694.00 9,580.67
22 Precast terrazo tiles of approved make, 20mm thick with marble chips of size upto 6mm laid in floors, and landing, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete on 20mm thick bed of cement sand mortar 1 : 4.Light shade using white cement.
115.222 sq.m 454.00 52,310.79
23 Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.(Jhunjhunu/Jalore-Red/choclate colour)1501 Cm2 to 3600 Cm2 Tiles
10.747 sq.m 2,331.00 25,051.26
24 Providing and fabricating reinforcement using steel of SAIL/VIZAK-RINL/TATA TISCON/ ESSAR/ ZINDAL VIJAINAGAR IS: 1786-1989 for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three levels. Thermo-mechanically Treated bars (Conforming of relevant IS code). Deduction 15% per Kg. for steel used other than above make.
3,264.441 kg 75.00 244,833.08
25 Distempering with dry distemper of approved brand and shade (two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade including all scaffolding.
348.366 sq.m 24.00 8,360.78
26 Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding:
New work (Two or more coats applied @ 3.84 kg/10 sqm).
190.000 sq.m 49.00 9,310.00
27 Cement concrete 1:2:4 (1-cement: 2-coarse sand: 4- graded stone aggregate 20mm nominal size) with water proof compound as per manufacture's specification.
7.672 cu.m 3,472.00 26,637.18
28 P & F anodized aluminum work (Anodizing to be got done from approved Anodizer) for doors, windows, ventilators and partition with extruded built up standard tubular and other sections of approved make conforming to IS:733& IS:1285 anodized transparednt 81 dyed to required shade according to IS: 1868.
(Mininmum anodic coating of grade AC 15), fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gap at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium section shall be smooth, rust free, straight, mitered and jointed mechanically wherever required inlcuding cleat angle Aluminium snap beading for glazing/paneling, C.P.
brass/stainless steel screws Al. Tower bolt & Al. Aldrop etc., all complete as per architectural drawings and the directions of Engineer-in-Charge. (Glazing and paneling to be paid for separately). For shutters of openable doors, windows and ventilators including P &
F hinges/rollers etc. and making provision for fixing of fittings wherever required (lockes shall be paid for separately)
100.000 Kg. 391.00 39,100.00
29 P & F glazing in aluminium door, window, ventilator shutters and partitions etc. with PVS/neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item.) With glass panes of 5.0mm thickness (weight not less than 13.75 kg/sqm) as per IS: 2835
14.000 sq.m 783.00 10,962.00
30 Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure 'A' :25 mm thick .Commercial Veneer both side.
8.875 sq.m 1,427.00 12,664.63
31 P & F M.S. sheet single leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint. MS Sheet 20 S.W.G.
2.110 sq.m 1,543.00 3,255.73
32 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar.
2.030 cu.m 341.00 692.23
33 Coal-tarring coats on new work using 0.16 and 0.12 litre of coal tar per Sqm in the first and second coat respectively.
188.070 sq.m 16.00 3,009.12
Sanitary & Water supply works -
34 P & F White glazed Conversion Bend for W.C. from P
trap to S
trap. .
3.000 each 181.00 543.00
35 P & F vitreous china P trap of approved quality 3.000 each 221.00 663.00 36 P & F lst quality WVC Urinal (IS:2556 mark) with 25mm
dia G.I. waste pipe, dome waste couplings, concealed iron brackets or screws etc complete. Flat Back (small) size 456x355x265mm.
2.000 each 1,115.00 2,230.00
37 P & F Indian type white glazed vitreous china 1st quality W.C. Orissa pan (IS :2556 Mark) with 100 mm vitreous china P or S trap including cutting and making
good the wall and floor: Size
580x440mm.
2.000 each 1,378.00 2,756.00
38 P & F Low level Flushing Cistern of 10 litres capacity (IS: 2556mark). Of approved make with complete fittings C.I. brackets duly painted, rass ball cock with ball, (IS: 1703 mark) complete including cutting and making good the wall: PVC with PVC bend as per IS : 7231 .
3.000 each 1,047.00 3,141.00
39 P & F WVC Foot- rest (IS : 2556 Mark) including cutting and making good the floor size: 250x125x25mm.
2.000 pair 154.00 308.00 40 P & F WVC wash basin (1st quality, I.S. : 2556 Mark) of
approved make with C.I. brackets duly painted, 1 No.
15 mm C.P. Pillar cock (IS : 8934 Mark) & 32 mm C.P.
brass waste coupling of approved make,25 mm G.I.
waste pipe complete including cutting & making good the wall.: Size 510 mm x 400 mm
6.000 each 1,515.00 9,090.00
41 Size 550 mm x 400 mm dia for counter top 4.000 each 1,841.00 7,364.00 42 P & F European type white glazed vitreous china 1st
quality Double syphonic W.C (IS :2556 Mark) with P or S trap including cutting and making good the wall and floor
1.000 each 3,058.00 3,058.00
43 P & F Kitchen & Lab. Sink of approved make with C.I.
brackets duly painted, 40 mm C.P. waste coupling, C.P. Brass chain with rubber plug, 40 mm G.I. waste pipe up-to floor level complete including cutting and making good the wall & floor :1.0 mm thick Salem stainless steel AISI -304 kitchen sink of approved make (Nirali, Neel – Kanth, Jaina, Faber-Castell ) with large waste coupling. 24x18 x 8 20x16x8
2.000 each 3,654.00 7,308.00
44 P & F looking mirrors with P.V.C. frame of approved make as per the direction of Engineer-in-charge -size- 500x400 mm
4.000 each 279.00 1,116.00
45 Glass Shelf with edges rounded off Anodised Aluminium angle frame & C.P. brass brackets & guard rail size 600x120mm
4.000 each 137.00 548.00
46 P & F Towel Rail or Ring of approved quality/make:
C.P. brass Towel Rail elbow type with concealed screws size 600 mm (Heavy duty)
6.000 each 483.00 2,898.00
47 P & F Toilet Paper Holder with rod of approved quality/make:C.P. brass heavy & Superior quality.
3.000 each 375.00 1,125.00 48 P & F Soap Dish or Tray of approved quality/make C.P.
brass heavy and superior quality.
6.000 each 209.00 1,254.00 49 P & F Extension Pipe for bib cocks of approved
quality/make.C.P. brass of Heavy & Superior quality 50x15mm
12.000 each 61.00 732.00
50 P & F water closet Seat Covers with brass hinges complete Solid PVC (ISI marked) grade-I Black for EWC. White.
3.000 each 410.00 1,230.00
51 P & F Liquid Soap Container with brackets complete of approved make:C.P. brass
4.000 each 138.00 552.00 52 Concealed pipe in wall including painting with
anticorrosive bitumen paint15 mm dia nominal bore ''B' Class
15.000 rm 141.00 2,115.00
53 P & F G.I. pipes (external Work) with G.I. Fittings excluding union (IS:1239 Mark) & MS clamps including cutting and making good the walls and floors:25mm dia nominal bore ''B' Class
30.480 rm 206.00 6,278.88
54 P & F flush Cock/Flush valve(IS : 9758 Mark) for WC of approved quality make CP brass push type 15 mm nominal bore
6.000 each 280.00 1,680.00
55 Making connection of G.I. distribution branch with G.I.
main including all fitting.Upto 25mm dia
2.000 each 206.00 412.00
56 P & F Pilllar Cocks (IS :8934 Mark) of superior quality and approved make: C.P. Pillar cock fancy type ,15mm nominal bore.
12.000 each 560.00 6,720.00
TOTAL 1240243.00 Say Rs. 12.40 lacs
1. I/We hereby submit the tender for execution of the civil work within the specified time and as per terms and conditions given with the document.
2. I/We also undertake that, I/We have read the terms & conditions carefully and shall abide by same the work shall be executed as per the instructions of the college administration/
the person authorized by college administration.
3. The decision of college authority shall be final and binding upon the firm executive the work.
4. The firm/ contractor shall be responsible for quality of work/ security and safety of labour.
Tender percentage in words………. % above / below Tender percentage in figure ………. % above / below
Estate Deptt.
Sign. Of Contractor
