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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.2 LAccepted-AOC | L1 | Accepted-AOC BEING L1 | |
| 2 | L2₹16.8 L+₹14,743.41 (0.89%)Rejected-Finance BATWARA SRINAGAR KASHMIR 190004 | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 190004 | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹16.8 L+₹17,382.06 (1.05%)Rejected-Finance | L3 | Rejected-Finance Other than L1 | |
| 4 | L4₹16.9 L+₹25,076.02 (1.51%)Rejected-Finance | L4 | Rejected-Finance Other than L1 | |
| 5 | L5₹17.8 L+₹1.2 L (7.07%)Rejected-Finance | L5 | Rejected-Finance Other than L1 |
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
18 Jun 2022, 6:00 pmClosed
GE 864 EWS
GE 864 EWS, BB CANTT SRINAGAR
REPAIR/ MAINTENANCE OF SEWAGE LINE AND MANAGEMENT OF DAY TO DAY COMPLAINTS REGARDING SEWAGE LINE FOR ZONE A AND CERTAIN REPAIR TO FOOTPATH, CULVERT , FENCING ETC UNDER AGE BR-I OF GE 864 EWS AT BB CANTT, SRINAGAR
2022_MES_525389_1
864/WS-14/2022-23
Open Tender
Miscellaneous Works
Item Rate
335 days
GE 864 EWS, BB CANTT SRINAGAR
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE 864 EWS
₹40,000
Yes
2 Jul 2022
21 May 2022
21 Jun 2022
21 May 2022
18 Jun 2022
4 Jun 2022
Amount
Demolition of brick work or stone masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars etc complete all as specified and directed.
Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed.
Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) 100 mm dia (internal dia) set in cement mortar complete all as specified and directed.
Ditto all as per serial item No. 3.00 described here-in-before but 150mm dia
Ditto all as per serial item No. 3.00 described here-in-before but 200mm dia
Ditto all as per serial item No. 3.00 described here-in-before but 300mm dia
Dismantling wrought iron or mild steel work of any description not other wise provided for complete all as specified and directed.
M&L for cutting into existing manholes for connecting new drains of 150mm dia internal bore) 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 B1 (using 20mm graded crushed stone aggregate) smooth finished and reforming benching as required complete all as specified and directed.
Excavation in trenches not exceeding 1.50m wide and not exceeding 1.50m in depth for foundation for shafts, cills, cesspits, manhole pier holes etc. n exc 10 sqm on plan and n. exc 1.5 m in depth and getting out in hard/dence soil complete all as specified and directed.
Ditto all as per serial item No. 9.00 described here-in-before but depth exc 1.50m but n.exc 3.00m
M&L for Plain cement concrete (1:3:6) type C2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed.
Returning filling in, including spreading leveling, watering and well ramming in layers n.exc 25cm thick in hard / dence soil complete all as specified and directed.
Removing excavated soil to a distance n.exc 50m and depositing where directed at a level n.exc 1.50m above the starting point complete all as specified and directed.
M&L for Brick work with sub class 'B' bricks straight or curved on plan exceeding 6m mean radius, built in cement mortar (1:4), complete all as specifed and directed.
M&L for Plain cement concrete (1:2:4) type B1 (using 20mm graded crushed stone aggregate) as in coping etc including weathering, slightly rounded or chamfered angle and throating including necessary use and waste of formwork complete all as specified and directed.
M&L for rendering 10mm thick on fair face of brick work or concrete surface in CM (1:4) finished even and smooth without using extra cement, with using water proofing compound @ 3% by weight of cement complete all as specified and as directed. Note :- WPC shall be measured and paid seperately
M&L for rendering 15mm thick on other than fair face of brick work in CM (1:4) finished even and smooth without using extra cement, with using water proofing compound @ 3% by weight of cement complete all as specified and as directed. Note :- WPC shall be measured and paid seperately
Supply only Integral Water Proofing Compound and used as per manufacturer instruction
S&F salt glazed stone ware drain pipes of 100mm dia (internal bore) grade ‘A’ laid in trenches and jointed complete all as specified and directed.
Ditto all as per serial item No. 19.00 described here-in-before but 150mm dia
Ditto all as per serial item No. 19.00 described here-in-before but 200mm dia
S&F 300mm dia reinforced concrete pipes, class NP2 with collar per length of pipe laid in trenches complete all specified and directed.
M&L for Cement concrete (1:3:6) type C2 (using 40mm graded crushed stone aggregate) as in concrete bed to drain pipes 100mm internal bore including packing under and hunching against the sides of pipes after they are laid and tested complete all as specified and directed.
Ditto all as per serial item No. 23.00 described here-in-before but 150mm dia
Ditto all as per serial item No. 23.00 described here-in-before but 200mm dia
Ditto all as per serial item No. 23.00 described here-in-before but 300mm dia
M&L for pre-cast reinforced cement concrete (1:2:4) type B1 (using 20mm graded crushed stone aggregate) as in cover slab for manhole etc including necessary form work complete all as specified and directed.
M&L for Mild steel TMT bars 8mm dia and over cut to length bent to shape required including cranking bending spirally for hooping for columns hooking ends and binding with MS wire (annealed) not less than 0.9mm dia complete all as specified and directed.
M&L for Framed work such as in angle iron frames for manhole covers and similar work confirming to Fe 290 grade E-165 complete all as specified and as directed.
M&L for cleaning of CI/PVC pipe of any size laid in trenches including bends/junctions/ gully traps etc and removing of sludge if any to a distance exc 50m and depositing as directed at site complete all as specified and directed.
Ditto all as per serial item No. 30.00 described here-in-before but fixed to wall
M&L for cleaning of manholes of various depth as follows including taking off manholes covers and re-fixing the same after cleaning dewatering and desludging manually or mechanically removing the waste materials and sludge to a distance n.exc 50m and depositing where directed at site in borrow pits. (The rates included labour for earth work/excavation and removal of surplus soil to a distance not exceeding 50 metres):-
Manholes not exceeding 1.5m deep and of any size (length and width)
Manholes exceeding 1.5m deep and of any size (length and width)
M&L for cleaning of septic tanks by desludging inlet chambers, removing the waste materials by manually or mechanically (contaminated water and sludge/solid waste) and sludge to a distance to near by suitable distance as directed and depositing in the borrow pits as directed at site (During the cleaning measurement of Qty of contaminated water and solid waste/sludge in the percentages of 60% and 40 % respectively and paid separately in indl item (The rates included labour for earth work/excavation and removal of surplus soil from pits to a distance n.exc 50 metres) :-
Upto 25 users capacity
Above 25 but upto 75 users capacity
Above 75 but upto 150 users capacity
Above 150 users capacity
M&L for cleaning of drain pipes of SGSW/RCC of any dia (internal bore) including manholes channels by rodding manually or mechanically from manhole to manhole for cleaning eye and well flushing with water after cleaning (The rate include for taking off manhole cover and re-fixing the same after cleaning/removing the waste materials and sludge to a distance near by suitable distance as directed and depositing in the borrow pits as directed at site (The rates also include for earth work/excavation and removal of surplus spoil for borrow pits) complete all as specified and directed.
Cleaning of blockage of Indian or European type water closet including blockage of nahani trap or floor trap or gully trap of any size and type upto the 1st manhole (blockage of any type took place at IWC or EWC, blockage of kitchen trap, bathroom, wash hand basin trap due to stuck of any substances or materials or due to any other reasons, to the entire satisfaction of Users / Occupants by manually or with using pumping device or any other suitable method or mechanically and getting the signature of User's on complaint slip, complete all as specified and directed by Engineer-in-Charge including the followings :- Notes :- (a) Contractor shall have to deployed four (04) numbers of Safaiwalas to carryout day to day (seven days of week) blockage complaints, slip shall be collected from the complaint cell of AGE B/R-II. (b) Contractor has to make sure that the blockage complaints so received shall be completed within the 24 hours from the time of receipt complanits, and for any delay in completion of the particular complaint a penalty @ Rs. One Hundread Fifty (Rs. 150/-) will be recovered from the contractor's dues per complaint. (c) The Safaiwalas must have all requisite tools, safety equipments and winter protective clothing.
Item No. 35.00 contd..... (d) The payment shall be made to employees/Safaiwalas on or before 7th day of every calander month. Payment to the employees shall be done by crossed cheque ECS / NEFT through Aadhaar linked bank account only and it shall not be less than minimum fair wages including EPF, ESIC as per Minimum Wages Act. (e) Contractor has to submit proof of payment and proof of EPF subscription made by him alongwith RAR/final bill. (f) Contractor shall quote the rates considering employees monthly leaves, releiver etc. as per labour law and nothing extra shall be paid on this account. (g) The rates quoted shall be inclusive of suitable reliever of manpower engaged by them. (h) Bank statement in respect of payment made to employed persons shall be submitted to the respected GE before claiming of RAR payment duly varified by concerned JE and Engr-in-Charge.
Demolition of cement concrete (unreinforced) in ground floors and paving not exceeding 15 CM thickness (below or above ground level) complete all as specified and as directed
M&L for 75 mm thick PCC (1:4:8) type D2 (using 40 mm graded crushed stone aggregate) as in sub base of floors complete all as specified and as directed
M&L for prepolished chequered cement concrete tiles 30CMx30CMx22 MM thick made using vibratory mechanical system having glazed top layer with mixture of white cement and pigment, set jointed and pointed in neat cement slurry in floors and 15 mm thick screed bed in CM (1:6) complete all as specified and as directed
M&L for machine pressed precast concrete inclocking paver block any shape and size conforming to IS 15658-2006 of 60 mm thickness, M-35 Grade, including packing edges of tiles with grey cement and no pigment complete all as specified and as directed
M&L for sand cushioning under floors or in foundations including watering and consolidation complete all as specified and as directed
M/S MOHAMAD YOUSUF AKHOON AND SONS
M/S STARE BUILDERS
M/S Ghulam Mohammad Shalla
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