Military Engineer Services-MES has published 864/Ws-32/2020-21 Special Repair To All Sewage Line At R Centre W Stn At Bb Cantt , Srinagar. Submission Date for this Tender is 28-01-2021. Sewerage Construction Tenders in BB CANTT SRINAGAR Jammu And Kashmir. Bidders can get complete Tender details and download the document.
Name of Work : SPECIAL REPAIR TO ALL SEWAGE LINE AT ‘R’ CENTRE ‘W’ STN AT BB CANTT, SRINAGAR. | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Demolition of brick work or stone boulder masonry, built in cement mortar including all quoins, arches, pillars etc. but excluding ashlar facings, dressed stone work and precast concrete articles, complete all as specified and directed by Engineer-in-Charge.\n | 20 | Cum | |
2 | 2 | M&L for brick work with sub class 'B' old size brick, straight or curved on plan not exc 6 mtr mean radius, built in CM 1:4, complete all as specified and directed.\n | 17 | Cum | |
3 | 3 | All as per Srl item No. 2.00 above but except bricks.\n | 3 | Cum | |
4 | 4 | M&L for 15mm thick rendering in CM 1:4 on fair faces of brick work or concrete surfaces, finished even and smooth without using extra cement, complete all as specified and directed. | 150 | Sqm | |
5 | 5 | Demolition of cement concrete (un-reinforced) of any description and in any position, complete all as specified and directed by Engineer-in-Charge.\n | 4.5 | Cum | |
6 | 6 | M&L for PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregates) as in coping, benching etc. including necessary formwork / moulds, complete all as specified and directed by Engineer-in-Charge.\n | 4.5 | Cum | |
7 | 7 | Demolition of cement concrete (reinforced) of any description and in any position not other wise specificially provided for (reinforcement cut as required to facilitate demolition), complete all as specified and directed by Engineer-in-Charge. | 5 | Cum | |
8 | 8 | M&L for precast cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregates) as in cover slabs (for manholes, septic tanks etc.) and similar articles including necessary moulds / formwork, set in CM 1:6, complete all as specified and directed by Engneer-in-Charge. | 5 | Cum | |
9 | 9 | S&F TMT bars 6-8mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and directed by Engineer-in-Charge. | 600 | KG | |
10 | 10 | M&L for framed work such as angle iron frames for manhole covers and similar works, conforming to Fe-250 Grade, E-165, complete all as specified and directed by Engineer-in-Charge.\n | 1200 | KG | |
11 | 11 | M&L for Setting of cast iron manhole covers and frames of any type, light duty, in CM 1:3 and flaunching with cement concrete 1:2:4, type B-1 including taking up or down old covers and frames etc, complete all as specified and directed by Engineer-in-Charge. \n | 20 | Each | |
12 | 12 | Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4, type B-1, smooth finished and reforming benching as required, complete all as specified and directed by Engineer-in-Charge.\n | 10 | Each | |
13 | 13 | M&L for 200mm dia (internal dia of pipe) salt glazed stone ware (SGSW) drain pipes, grade 'A', laid in trenches on concrete bed and jointed, complete all as specified and directed by Engineer-in-Charge.\n(Note :- Excavaton, Earth work and cement concrete bed shall be measured and paid saperately under respective items of BOQ)\n | 900 | RM | |
14 | 14 | M&L for 150mm dia (internal dia of pipe) salt glazed stone ware (SGSW) drain pipes, grade 'A', laid in trenches on concrete bed and jointed, complete all as specified and directed by Engineer-in-Charge.\n(Note :- Excavaton, Earth work and cement concrete bed shall be measured and paid saperately under respective items of BOQ)\n | 150 | RM | |
15 | 15 | M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested in cement concrete 1:3:6, type C-2 (using 40mm graded crushed stone aggregates) for 200mm bore of pipe, complete all as specified and directed by Engineer-in-Charge. | 900 | RM | |
16 | 16 | M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested in cement concrete 1:3:6, type C-2 (using 40mm graded crushed stone aggregates) for 150mm bore of pipe, complete all as specified and directed by Engineer-in-Charge. | 150 | RM | |
17 | 17 | Excavation in trenches not exc 1.50 mtr wide and not exc 1.50 mtr in depth for foundation, shafts, well, cesspits, manholes, pier holes etc. and getting out in any type of soil, complete all as specified and directed by Engineer-in-Charge. | 510 | Cum | |
18 | 18 | Excavation in trenches not exc 1.50 mtr wide and exc 1.50 mtr but not exc 3.0 mtr in depth for foundation, shafts, well, cesspits, manholes, pier holes etc. and getting out in any type of soil, complete all as specified and directed by Engineer-in-Charge.\n | 30 | Cum | |
19 | 19 | Returning, filling in including spreading, levelling, watering and well ramming in layers not exc 25cm thick, complete all as specified and directed by Engineer-in-Charge.\n | 370 | Cum | |
20 | 20 | Removing excavated material (soil) to a distance not exc 50 mtr and depositing at a level not exc 1.5 mtr above the starting point, complete all as specified and directed by Engineer-in-Charge. | 170 | Cum | |
21 | 21 | M&L for 300mm bore reinforced concrete pipe, class NP-2, laid and jointed complete with collar including taking up or down old damaged RCC pipes from existing lines including necessary excavation of old fitted in trenches, new bedding and haunching against the sides of pipe in PCC 1:4:8, type D-2 (using 40mm graded crushed stone aggregates) and returning, filling in and removing of surplus soil to a distance not exc 50 Mtr from the starting point, complete all as specified and directed by Engineer-in-Charge. | 50 | RM | |
22 | 22 | S&F in repair / replacement of 100mm bore cast iron (sand cast) pipe in any length with or without ears, with cement joints, laid in trenches or fixed to walls with clamps etc. including taking up or down old broken existing pipes in any position, complete all as specified and directed by Engineer-in-Charge.\n | 20 | RM | |
23 | 23 | S&F in repair / replacement of 75mm bore cast iron (sand cast) pipe in any length with or without ears, with cement joints, laid in trenches or fixed to walls with clamps etc. including taking up or down old broken existing pipes in any position, complete all as specified and directed by Engineer-in-Charge.\n | 20 | RM |
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