Repair Of Damaged 72 Inch And 36 Inch I . D . Cbd Near Tubewell Fj-13 In Industrial Area Phase-1 Chandigarh . Ch . To Annual Mtc . Of Swd System .

Tender Notice

28223493
Repair Of Damaged 72 Inch And 36 Inch I . D . Cbd Near Tubewell Fj-13 In Industrial Area Phase-1 Chandigarh . Ch . To Annual Mtc . Of Swd System .
Indian
Chandigarh
18-06-2021
24-06-2021
24-06-2021

Tender Details

Repair Of Damaged 72 Inch And 36 Inch I . D . Cbd Near Tubewell Fj-13 In Industrial Area Phase-1 Chandigarh . Ch . To Annual Mtc . Of Swd System .

Key Value

Document Fees
INR 1000 /-
EMD
Refer document
Tender Value
INR 13.76 Lakhs /-

BOQ Items

Name of Work: REPAIR OF DAMAGED 72" & 36" I/D CBD NEAR TUBEWELL FJ-13 IN INDUSTRIAL AREA, PHASE-1, CHANDIGARH (CH. TO A/MTC. OF SWD SYSTEM) ; Approx. Amount: Rs.13,76,100/-; Earnest Money: NIL; Time Limit: 03 Months
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Providing services of JCB as per site requirement and entire satisfaction of EIC. (NSI). BI01010001010000000000000515BI0100001113 50 P.Hrs.
2 2 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) (DSR No.4.1.10). BI01010001010000000000000515BI0100001114 25 P. Cum
3 2.01 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size). (DSR No.4.1.4). BI01010001010000000000000515BI0100001115 15 P. Cum
4 3 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand). (DSR No.6.1.1). BI01010001010000000000000515BI0100001116 125 P. Cum
5 4 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand). (DSR No.13.7.2). BI01010001010000000000000515BI0100001117 150 P. Sqm
6 5 Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform. (DSR No.5.9.3). BI01010001010000000000000515BI0100001118 300 P.Sqm
7 6 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR No.5.22.6). BI01010001010000000000000515BI0100001119 3000 P. Kg.
8 7 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 above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). (DSR No.5.3). BI01010001010000000000000515BI0100001120 30 P.Cum
9 8 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement\nconcrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 100 to 250 mm diameter (DSR No.19.21.1). BI01010001010000000000000515BI0100001121 5 Each
10 9 Carriage of material by Mechanical Transport including loading unloading and stacking -Earth up to 3km. (DSR No.1.1.2). BI01010001010000000000000515BI0100001122 90 P.Cum
11 10 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 :300 mm dia. R.C.C. pipe (DSR No.19.6.4). BI01010001010000000000000515BI0100001123 10 P.Mtr.
12 11 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality H D - 20 Circular shape 560 mm internal diameter. (DSR No.19.19.3.1). BI01010001010000000000000515BI0100001124 5 Each
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