Military Engineer Services-MES has published Repair / Replacement Of Sewage Line , Drain In Manekshaw Enclave At Hisar Mil Stn Under Ge ( West ) Hisar Repair / Replacement Of Sewage Line , Drain In Manekshaw Enclave At Hisar Mil Stn Under Ge ( West ) Hisar. Submission Date for this Tender is 22-02-2021. Drainage Tenders in HISAR MILITARY STATION Haryana. Bidders can get complete Tender details and download the document.
Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
1 | 06-Feb-2021 | GE(W)HSR-73/20-21 REPAIR / REPLACEMENT OF SEWAGE LINE, DRAIN IN MANEKSHAW ENCLAVE AT HISAR MIL STN UNDER GE(WEST) HISAR | BOQ | 15-02-2021 |
2 | 15-Feb-2021 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 22-02-2021 |
Name of Work: REPAIR/REPLACEMENT OF SEWAGE LINE, DRAIN IN MANEKSHAW ENCLAVE AT HISAR MIL STN UNDER GE(WEST) HISAR | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Demolition of Brick work of stone/boulder masonry, built in cement mortar excluding ashlars facing dressed stone work and pre-cast concrete complete all as specified and directed. | 90 | Cum | |
2 | 2 | M&L for brick work with fly ash old size bricks, straight or curved on plan exceeding 6 mtr mean radius built in CM 1:6 complete all as specified and directed. | 80 | Cum | |
3 | 3 | M&L for Brick work with fly ash old brick as in half bricks including in cement mortar 1:4 complete all as specified and directed. | 80 | Sqm | |
4 | 4 | Taking down cement or cement lime plaster any description on wall incl racking out joints, hacking for key scrubbing down with water complete all as specified and directed. | 800 | Sqm | |
5 | 5 | M&L for 15mm thick rendering in cement mortar 1:4 on fair faces of brick walls finished even and fair without using extra cement complete all as specified and directed. | 1356 | Sqm | |
6 | 6 | Demolition and breaking up drain pipes 150 mm dia (salt glazed ware AC or reinforcement concrete set in cement mortar complete all as specified and directed. | 500 | RM | |
7 | 7 | M&L for 150 mm Reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified and directed. | 500 | RM | |
8 | 8 | M&L for PCC 1:4:8 type D-2 using 40 mm graded stone aggregate for 150 mm dia bore drain pipe for bed concrete including packing under and hunching against the sides of pipe after they are laid and tested complete all as specified and directed. | 500 | RM | |
9 | 9 | M&L for Cement concrete 1:4:8 type D2 using 40 mm graded stone aggregate as in foundations,filling and mass concrete complete all as specified and directed. | 14 | CUM | |
10 | 10 | Excavation in trenches not exceeding 1.50 meter wide or not exceeding 10 square meters in plan area and not exceeding 1.50 meter in depth for foundation in soft loose soil and getting out complete all as specified and directed. | 240 | Cum | |
11 | 11 | Returning filling in including spreading, levelling watering and well ramming in layers not exc. 25 cm using excavated soil complete all as specified and directed. | 190 | Cum | |
12 | 12 | Removing excavated soil n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. | 50 | Cum | |
13 | 13 | M&L for Hardcore of guage exc 63mm but n exc. 100 mm, deposited,spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface complete all as specified and directed. | 6 | Cum | |
14 | 14 | M&L for 75 mm thick Cement concrete type D- 2,1:4:8 (using 40mm graded stone aggregate) as in flooring sub base complete all as specified and directed. | 50 | SQM | |
15 | 15 | Cutting is to existing manholes for new drains, for removing existing branch drain, making good to walling and rendering cutting out branch channel and making good benching (bore of pipe 150 mm) complete all as specified and directed. | 15 | Each | |
16 | 16 | M&L for Providing, cement concrete in 1:2:4 type B1 using 20 mm graded stone aggregate as in water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed complete all as specified and directed. | 8 | CUM | |
17 | 17 | M&L for releasing airlock, cleaning GI tubing 15/20mm for blockage of water and making water supply properly functional from OHT complete all as specified and directed. | 150 | RM | |
18 | 18 | M&L for Rough cast plaster as specified .(Rendering coat not less than 10mm thick in C:M 1:3 , while it is still in plastic state the rough cast mixture consisting of crushed stone or fine gravel agg size 6 to 12mm mixed with coarse sand and cement in the ratio of 1:1:1 shall be applied and finished eaven) complete all as specified and directed. | 200 | Sqm | |
19 | 19 | Demolition of cement concrete as in ground floors and pavings not exceeding 15 cm thick below or above ground level (unreinforced) including removing rubbish complete all as specified and directed. | 40 | Cum | |
20 | 20 | M&L for 100mm thick cement concrete type B-2 , 1:2:4 ( 40mm graded stone aggregate ) as in hardstanding with fair finished W/o using extera cement complete all as specified and directed. | 400 | Sqm | |
21 | 21 | M & L for coloured chequered cement concrete tiles with grey cement and pigments 200 mm x 200mm x 25mm thick and including provision of cement screed bedding layer 10 mm thick in CM 1 : 4 etc set with neat grey cement slurry ,jointed and pointed in cement slurry and pigments in floor/ paths complete all as specified and directed. | 300 | Sqm | |
22 | 22 | M&L for rubber moulded vibratory precast cement concrete rubberised interlocking paver block (coloured) ISI Marked , pre polished of any shape and size with grey cement and pigment confirming to IS 15658-2006 of 80 mm thickness M-40 Grade and over and including 25mm average thickness sand cushioning including PCC 1:2:4 type B-0 (using 12.50 mm graded crushed stone aggregate) benching to discontinuous edges of the Paving incl dismantling of old paver block and removing old from site complete all as specified and directed . | 360 | Sqm | |
23 | 23 | M&L for Cement concrete type D2 1:4:8 (using 40 mm graded aggregate) as in foundations, filling and mass concrete, floor sub base etc complete all as specified and directed . | 37.4 | Cum | |
24 | 24 | Taking down eaves gutter or RWP of any description complete all as specified & directed | 340 | RM | |
25 | 25 | S&F, in repair 75mm bor PVC (SWR) pies single socketed, in any length with rubber ring joints / jointed with solvent cement and tested for leakage to satisfaction of Engineer-in-charge laid in trenches or in floor complete all as specified and directed. | 90 | RM | |
26 | 26 | S&F in repair 110mm dia PVC rain water pipe single socketed with rubber joint, jointed with solvent cement / chemical tested for leakage to satisfaction of Engineer-in-charge, fixed to wall complete with necessary clamps for fixing all as specified & directed | 250 | RM | |
27 | 27 | S&F in repair 110mm dia PVC (SWR) band any radius complete all as specified and directed. | 40 | Each | |
28 | 28 | S&F in repair 75mm dia PVC (SWR) band any radius complete all as specified and directed. | 20 | Each | |
29 | 29 | M&L for TMT bars 6 to 8 mm dia cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mmdia or securing with clips complete all as specified and directed. | 400 | Kg | |
30 | 30 | Demolition of reinforced cement concrete of any description and in any position including removing rubbish complete all as specified and directed. | 8 | Cum | |
31 | 31 | M&L for precast reinforced cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate in cover slabs (for manholes etc), shelves and similar articles with plain faces including necessary moulds and setting in cement mortar 1:4 including demolition of existing RCC cover slabs complete (reinforcement to be measured separately) complete all as specified and directed. | 8 | Cum |
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