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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹2.7 LAccepted-AOC C O S 1 ESS GEE COMPLEX NEAR J K BANK SONAWAR BAZAR B B CANTT SRINAGAR 190004 J K | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 190004 | L-1 | Accepted-AOC Being L-1. | |
| 2 | L-2₹2.9 L+₹11,840 (4.29%)Rejected-Finance R O KHREW TEH PAMPORE DISTT PULWAMA PIN 191103 J K | PULWAMA | JAMMU AND KASHMIR | 191103 | L-2 | Rejected-Finance Not being L-1. | |
| 3 | L-3₹3.3 L+₹52,210 (18.9%)Rejected-Finance RAWALPORA WANABAL PATI YAYIL POST OFFICE SANAT NAGAR SRINAGAR 190005 J K | SRINAGAR | JAMMU AND KASHMIR | 190005 | L-3 | Rejected-Finance Not being L-1. |
Tender Value
₹5 L
EMD Value
₹10,000
Closing Date
17 Oct 2024, 6:00 pmClosed
GE 861 EWS
GE 861 EWS c/o 56 APO
REPAIR RENEWAL AND CLEANING OF SEWAGE LINES SEPTIC TANKS SOAKAGE WELLS AND MANHOLES ETC AT KHUNMOH GRN UNDER GE 861 EWS
2024_MES_673880_1
GE 861 EWS-53/2024-25
Open Tender
Civil Works
Item Rate
334 days
GE 861 EWS
As per Tender Documents
7 documents required · 7 mandatory
₹500
Yes
GE 861 EWS
₹10,000
Yes
23 Nov 2024
11 Sept 2024
23 Oct 2024
11 Sept 2024
17 Oct 2024
28 Sept 2024
Amount
M&L for Cleaning of blocked sewage lines of 100 mm dia by rodding from one MH to next MH and washing through with fresh water including removing all sludge from the sewage line and man hole and removing existing MH cover and fefixing properly after cleaning and removing all sludge outside MD land complete all as specified and directed by Engineer-in-Charge
All all as per item No 1 above but sewage line of 150 mm dia complete all as specified and directed by Engineer-in-Charge
All all as per item No 1 above but sewage line of 200 mm dia complete all as specified and directed by Engineer-in-Charge
M&L for Cleaning of MH of any description of size n. exc 1.5 M in depth including lifting up and removing sludge and accumulated semi solids sludge and other foreign material with trailor mounted sewage cleaning pumps/mechanical devices and removing to a distange n. exc 250 m where directed by Engineer in charge & washing down with water for smooth functioning of sewage complete all as specified and directed by Engineer-in-Charge
M&L for Cleaning of MH of any description of size exc 1.5 M depth & n. exc 2 M in depth including lifting up and removing sludge and accumulated semi solids sludge and other foreign material with trailor mounted sewage cleaning pumps/mechanical devices and removing to a distange n. exc 250 m where directed by Engineer in charge & washing down with water for smooth functioning of sewage complete all as specified and directed by Engineer-in-Charge
M&L for Cleaning of septic tanks of 500 users capacity by bailing out water, removing sludge, dust, mud & other accumulated solids, semi solids etc by lifting up and removing sludge and accumulated semi solids sludge and other foreign material with trailor mounted sewage cleaning pumps/mechanical devices and removing the sludge out side the MD land complete all as specified and directed by Engineer-in-Charge
All as per item No 6 above but septic tank of 100 user capacity complete all as specified and directed by Engineer-in-Charge
M&L removal of blockage from WC by using rubber cup 125mm dia with wooden handle and clearing the blockage upto manhole with cleaning rod including removal of all materials from P trap of WC (qtrs from ground floor to 3rd floor) complete all as specified and directed by Engineer-in-Charge
M&L removal of blockage from kitchen/bathroom/WHB by using rubber cup 125mm dia and clearing the blockage upto gully traps with cleaning rod including removal of all materials from floor trap including dismantling and refixing of gratings. (qtrs from ground floor to 3rd floor) complete all as specified and directed by Engineer-in-Charge
Demolition of reinforced cement concrete cover slab for MH/Spetic tank and removing the debris to a distance not exc 500 M complete all as specified and directed by Engineer-in-Charge.
M & L for precast cement concrete 1:2:4 type B1 using 20 mm graded crushed stone aggregate for cover slab for Man holes/Septic tank set in CM 1:4 complete all as specified and directed by Engineer-in-Charge.
M & L for 10 mm dia and over TMT bars cut to length, bent to shape required including cranking bending & hooking ends & binding with MS wire annealed n. less 0.9mm dia complete all as specified and directed by Engineer-in-Charge.
Demolition of brick or stone/boulders msonary, built in cement mortar complete all as specified and directed by Engineer-in-Charge.
M&L for brick work with sub class ‘B’ brick straight or curved on plan exceeding 6m mean radius in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.
M & L for rendering 15 mm thick in cement mortar 1:4 on stone wall / brick wall surfaces and finishing the surface even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.
Excavation in trenches n. exc. 1.5m wide and n. exc. 1.5m in depth for foundation in hard/ dense soil and getting out complete all as specified and directed by Engineer-in-Charge.
Ditto as per item no 16 above but depth exc 1.5m and n.exc 3m complete all as specified and directed by Engineer-in-Charge.
Demolition and breaking up drain pipes, 200 mm dia (Salt glazed stone ware, AC or Reinforced concrete) set in cement mortar complete all as specified and directed by Engineer-in-Charge.
All as per item No 18 above but for 150 mm dia pipes complete all as specified and directed by Engineer-in-Charge.
M&L for concrete bed to drain pipes 200mm dia including packing under and haunching against the sides of pipe in PCC 1:4:8 type D2 using 40 mm graded crushed stone aggregate complete all as specified and directed by Engineer-in-Charge.
All as per item No 20 above but for 150 mm dia pipes complete all as specified and directed by Engineer-in-Charge.
M&L for salt galzed stone ware drain pipe, grade 'A' of 200mm dia laid in trenches and jointed including all accessories & fittings complete all as specified and directed by Engineer-in-Charge.
All as per item No 22 above but for 150 mm dia pipes complete all as specified and directed by Engineer-in-Charge.
Returning filling in including spreading, levelling, watering and well ramming in layers n exc. 25 cm as in soils complete all as specified and directed by Engineer-in-Charge.
Removal of excavated surplus soils at a distance n exc 50 mtr and depositing where directed at a level n exc 1.5 mtr above the starting point complete all as specified and directed by Engineer-in-Charge.
Cutting into existing manhole for connecting new drains making good to pipe and rendering, cutting out existing benching and forming branch channels (1/2 round or 3/4 section) in cement conc. 1:2:4 type B-1 using 20mm crushed stone aggregate, smooth finished and reforming benching as required for 150mm to 200mm dia of pipes complete all as specified and directed by Engineer-in-Charge.
M/S SHEIKH FEROOZ AHMAD (BID ID -3135211)
FIRDOUS AHMAD BABA (BID ID -3136733)
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