Chandigarh Administration Tender
View complete overview of Chandigarh Chandigarh Administration Tender
Chandigarh Administration Tender
Eprocure
Opening Date25 Sep 2024
Closing Date4 Oct 2024
Tender Amount₹ 26,52,021
Costs
EMD
₹ 53,040Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CHD_82629_1Bid Award Id
ViewTender No
PH3/2024/335Tender Authority
Chandigarh Administration ViewPurchaser Address
-Website
http://http://chandigarh.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
Providing of RWHS and other allied works thereto at Government Model High School at Village Kishangarh U.T. Chandigarh
BOQ Items
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. DSR 2.26
-
-
-
All kinds of soil DSR 2.26.1
84.04
10656
126.8
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level DSR 4.1
-
-
-
1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) DSR 4.1.8
2.34
15940
6812
Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. DSR 4.13
61.57
8998
146.15
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : DSR 5.1
-
-
-
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) de
rived from natural sources) DSR 5.1.2
6.46
58435
9045.75
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : DSR 5.2
-
-
-
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) DSR 5.2.2
16.59
180050
10852.95
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). DSR 5.3
3.32
38198
11505.5
Centering and shuttering including strutting, propping etc. and removal of form for : DSR 5.9
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete DSR 5.9.1
7.54
2956
392.15
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR 5.9.2
142.22
119820
842.5
Suspended floors, roofs, landings, balconies and access platform DSR 5.9.3
12.76
11831
927.25
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. DSR 5.22
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR 5.22.6
3032.55
327060
107.85
Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. DSR 10.25
-
-
-
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. DSR 10.25.2
110
18986
172.6
MS ladder made of angle iron 50x50x6mm approx 12'6" length
-
-
-
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality DSR 19.19
-
-
-
H D - 20 DSR 19.19.3
-
-
-
Circular shape 560 mm internal diameter DSR 19.19.3.1
2
3351
1675.7
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. DSR 23.5
4.91
7413
1509.8
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. DSR 23.6
4.91
7552
1538.26
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. DSR 23.7
4.91
7552
1538.25
Drilling of tubewell
-
-
-
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. DSR 23.1
-
-
-
400 mm dia DSR 23.1.1.3
90
69664
774.05
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. DSR 23.2
-
-
-
400 mm dia DSR 23.2.1.3
10
12385
1238.5
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. DSR 23.3
-
-
-
200 mm nominal size dia DSR 23.3.3
100
111335
1113.35
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. DSR 23.4
-
-
-
200 mm nominal size dia DSR 23.4.3
18
22602
1255.7
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. DSR 23.8
10.68
21621
2024.5
Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. DSR 23.12
20
21701
1085.05
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: DSR 23.13
-
-
-
200 mm dia DSR 23.13.3
1
321
321.15
Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. D SR 23.14
-
-
-
200 mm clamp DSR 23.14.3
1
2293
2293.65
Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). DSR 23.15
-
-
-
200 mm dia DSR 23.15.3
1
357
357.6
Suppling and Fixing of MS Centring Guides complete in all respects as per IS: 2800 (Part-1-199 with uptodate amendments ) complete in all respects.
5
2430
486
LAYING OF RCC PIPE
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. DSR 2.6
-
-
-
All kinds of soil DSR 2.6.1
145.75
25870
177.5
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : DSR 2.10
-
-
-
All kinds of soil DSR 2.10.1
-
-
-
Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. DSR 2.10.1.2
140
49301
352.15
Pipes, cables etc. exceeding 300 mm dia. but not exceeding 600mm dia. DSR 2.10.1.3
209
114897
549.75
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : DSR 4.1
-
-
-
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) DSR 4.1.3
6.32
49792
7878.5
1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). D SR 4.1.8
-
-
-
For collection chambers
12.21
83174
6812
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). DSR 5.3
-
-
-
For manholes
10.46
120347
11505.5
Centering and shuttering including strutting, propping etc. and removal of form for : DSR 5.9
-
-
-
Suspended floors, roofs, landings, balconies and access platform. DSR 5.9.3
44.43
41197
927.25
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. DSR 5.22
-
-
-
Thermo-Mechanically Treated bars. DSR 5.22.6
1151
124135
107.85
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: DSR 6.1
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 6.1.1
49.69
366247
7370.65
12 mm cement plaster finished with a floating coat of neat cement of mix DSR 13.7
-
-
-
1:3 (1 cement: 3 fine sand) DSR 13.7.1
119.97
52696
439.25
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : DSR 19.6
-
-
-
250 mm dia. R.C.C. pipe D SR 19.6.3
32
28793
899.8
300 mm dia. R.C.C. pipe DSR 19.6.4
108
107384
994.3
400 mm dia. RCC pipe
128
194688
1521
450 mm dia. R.C.C. pipe DSR 19.6.5
81
131296
1620.95
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality DSR 19.19
-
-
-
M D - 10 DSR 19.19.2
-
-
-
Square shape 450mm internal dimension DSR 19.19.2.1
16
22184
1386.55
H D - 20 DSR 19.19.3
-
-
-
Circular shape 560 mm internal diameter DSR 19.19.3.1
9
15081
1675.7
Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer-in-charge : DSR 15.43
-
-
-
bituminous road DSR 15.43.2
5
1768
353.65
Electric logging after drilling of tubewell for feasibility of installation of blind pipe and slotted pipe in bore by analysing the N-16, N-64 and S.P. Log. The complete bore bog should be submitted in triplicate
1
15000
15000
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