Chandigarh Administration Engineering Department has published Construction O F 216 Nos Type Ii Houses In Chandigarh Armed Police Complex Dhanas Ut Chandigarh Providing Tt Water Supply Lines And Other Allied Work Thereto At Cap Complex Dhanas Chandigarh. Submission Date for this Tender is 04-06-2020. Building Work Tenders in Chandigarh Chandigarh. Bidders can get complete Tender details and download the document.
| Name of Work: CONSTRUCTION OF 216 NOS. TYPE-II HOUSE IN CHANDIGARH ARMED POLICE COMPLEX, DHANAS, U.T. CHANDIGARH (''PROVIDING TT WATER SUPPLY LINES AND OTHER ALLIED WORK THERE TO AT CAP COMPLEX DHANAS CHANDIGARH"). | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm 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, within a lead of 50 m. 2.8 | NSR | ||
| 2 | 1.2 | All kinds of soil. 2.8.1 | NSR1 | 38 | Cum |
| 3 | 2 | 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 : 2.10 | NSR2 | ||
| 4 | 2.1 | All kinds of soil. 2.10.1 | NSR3 | ||
| 5 | 2.2 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. 2.10.1.2 | NSR4 | 5370 | Mtr |
| 6 | 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1 | NSR5 | ||
| 7 | 3.1 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 4.1.3 | NSR6 | 3 | Cum |
| 8 | 3.2 | 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) 4.1.11 | NSR7 | 4 | Cum |
| 9 | 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1 | NSR8 | ||
| 10 | 4.1 | Cement mortar 1:6 (1 cement : 6 coarse sand) 6.1.2 | NSR9 | 23 | Cum |
| 11 | 5 | 12 mm cement plaster finished with a floating coat of neat cement of mix : 13.7 | NSR10 | ||
| 12 | 5.1 | 1:4 (1 cement: 4 fine sand) 13.7.2 | NSR11 | 83 | Sqm |
| 13 | 6 | Providing and laying of PVC pipe 10 KG/cm2 pressure conforming to IS 7834-1975 complete in all respect as per entire satisfaction and approval of make by EIC. Make :- Kissan/ Supreme/ Diplast/Finolex duly ISI Marked. NSR | NSR12 | ||
| 14 | 6.1 | 110 mm dia | NSR13 | 1884 | Mtr |
| 15 | 6.2 | 160 mm dia | NSR14 | 3486 | Mtr |
| 16 | 7 | Providing, laying, jointing,testing and commissionoing of PVC specials such as Equal tee, Elbow/bend, Flange Adapter etc. conforming to IS code 7834-1975 of 10kg /cm2 pressure complete in all respect. NSR | NSR15 | ||
| 17 | 7.1 | Equal Tee | NSR16 | ||
| 18 | 7.2 | 160 mm dia | NSR17 | 30 | Each |
| 19 | 7.3 | Elbow/bend | NSR18 | ||
| 20 | 7.4 | 110 mm dia | NSR19 | 16 | Each |
| 21 | 7.5 | 160 mm dia | NSR20 | 4 | Each |
| 22 | 7.6 | Flange Adapter | NSR21 | ||
| 23 | 7.7 | 110 mm dia | NSR22 | 46 | Each |
| 24 | 7.8 | 160 mm dia | NSR23 | 64 | Each |
| 25 | 7.9 | Reducer | NSR24 | ||
| 26 | 8 | 160 x110mm | NSR25 | 14 | Each |
| 27 | 8.1 | Providing and fixing C.I. sluice valves (with cap) complete with bolts,nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 18.31 | NSR26 | ||
| 28 | 8.2 | 100 mm diameter 18.31.1 | NSR27 | ||
| 29 | 8.3 | Class II 18.31.1.2 | NSR28 | 23 | Each |
| 30 | 8.4 | 150 mm diameter 18.31.3 | NSR29 | ||
| 31 | 8.5 | Class II 18.31.3.2 | NSR30 | 32 | Each |
| 32 | 8.6 | 80 mm dia NSR | NSR31 | 1 | Each |
| 33 | 9 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :\n 18.33 | NSR32 | ||
| 34 | 9.1 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 18.33.1 | NSR33 | 14 | Each |
| 35 | 10 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :\n 5.9 | NSR34 | ||
| 36 | 10.1 | Foundations, footings, bases of columns, etc. for mass concrete 5.9.1 | NSR35 | 40 | Sqm |
| 37 | 11 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22 | NSR36 | ||
| 38 | 11.1 | Thermo-Mechanically Treated bars of grade Fe-500D or more. 5.22.6 | NSR37 | 700 | kg |
| 39 | 12 | 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 plinthlevel 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). 5.3 | NSR38 | 8 | cum |
| 40 | 13 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 19.19 | NSR39 | ||
| 41 | 13.1 | H D - 20 19.19.3 | NSR40 | ||
| 42 | 13.2 | Circular shape 560 mm internal diameter 19.19.3.1 | NSR41 | 14 | Each |
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