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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.4 LAccepted-AOC 9 EZRA STREET KOLKATA 700 001 | KOLKATA | KOLKATA | WEST BENGAL | 700001 | ₹47.4 L | L1 | Accepted-AOC Accept |
| 2 | L2₹51.3 LRejected-Finance | ₹51.3 L | L2 | Rejected-Finance Not being L1 |
| 3 | L3₹55.0 LRejected-Finance NEAR OLD CCS JUNGLIGHAT SRI VIJAYA PURAM 744 103 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | ₹55.0 L | L3 | Rejected-Finance Not being L1 |
| 4 | L4₹56.3 LRejected-Finance 1ST FLOOR PRABHA SHOPPING COMPLEX OLD PAHARGAON DOLLYGUNJ PORT BLAIR SOUTH ANDAMAN ANDAMAN NICOBAR 744103 UDYAM AN 01 0000143 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | ₹56.3 L | L4 | Rejected-Finance Not being L1 |
| 5 | L5₹56.9 LRejected-Finance KTA ROAD LAMBA LINE JUNGLIGHAT PO PORT BLAIR 744103 | PORT BLAIR | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | ₹56.9 L | L5 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | Prasur Electricals & Engineering Co. L1 | Ravi Enterprises L8 | Kakolil Trade Agencies L5 | A.G.Construction L9 | OPS Associates L2 | Island Agency L4 | Chandra Construction Enterprises L6 | SKV Engineering L3 | M/s Ramesh Lal L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Supplying, laying, jointing, testing and commissioning in replacement of 200 mm bore centrifugally cast (Spun) ductile iron pressure pipe with spigot and socketed ends class K-9, confirming to IS : 8329/2000 blast furnace slag cement with portland cement properties suitable for rubber gasket jointing / tyton joints with inside cement mortar lining and black bitumen external coating, duly (ISI marked) laid in trenches complete all as specified and directed by Engineer-in-Charge.
Note :- (i) Rubber tyton joints & run lead joints of pipes shall be measured and paid in this quoted rate of BOQ.
(ii) Earth work and excavation will be measured and paid seperately under relevant items of Sch 'A'.
(iii) The contractor shall provide team comprising of pipe fitter and an assistant for cutting and re-jointing with existing pipe line all as per direction of Engineer-in-charge. The cost for the above items including all type of tools and plants / any type of vehicle / earth moving plant / hitchi / JCB as required at site is deemed to be included in unit rate quoted for above items.
(iv) The contractor shall take due care while executing the work (i.e non damage of electrical cable, telephone cable, water supply pipe line etc) during execution of work if any fault / cutting occurred shall carry out repair immediately and cost of the same shall deemed to be included in quoted rates.
(v) During execution of work if any liaison required for laying of pipe at site, from civil Administative department, local people gram panchayat, police station etc are the sole responsiblity for contractor. The contractor shall not claim and financial liabilities on this matter on bills.
(vi) The cost of necessary encasing of pipe in culvert shall deemed to be included in this quoted rate.(vii) Taking down of CI pipe shall deemed to be included in this quoted rate all as specified and directed by Engr-in-Charge | 800 | RM | 4,099 ₹32.8 L | 5,120 ₹41.0 L | 4,800 ₹38.4 L | 5,230 ₹41.8 L | 4,455 ₹35.6 L | 4,755 ₹38.0 L | 4,900 ₹39.2 L | 4,670 ₹37.4 L | 5,080 ₹40.6 L |
| 2.00 | - Ditto - all as per item no.1 here-in-before but 150mm nominal bore (6") dia complete all as specified and directed by Engr-in-Charge | 270 | RM | 2,899 ₹7.8 L | 3,890 ₹10.5 L | 3,670 ₹9.9 L | 3,970 ₹10.7 L | 2,999 ₹8.1 L | 3,600 ₹9.7 L | 3,730 ₹10.1 L | 3,540 ₹9.6 L | 3,860 ₹10.4 L |
| 3.00 | - Ditto - all as per item no.1 here-in-before but 100mm nominal bore (4") dia all as specified and directed by Engr-in-Charge | 60 | RM | 2,299 ₹1.4 L | 2,760 ₹1.7 L | 2,610 ₹1.6 L | 2,820 ₹1.7 L | 2,050 ₹1.2 L | 2,560 ₹1.5 L | 2,650 ₹1.6 L | 2,520 ₹1.5 L | 2,740 ₹1.6 L |
| 4.00 | Supply and lay pipe in replacement galvanized, “medium class”, including fittings, nominal bore 80 mm dia all as specified and directed by Engr-in-Charge | 70 | RM | 1,299 ₹90,930 | 1,079 ₹75,530 | 1,018 ₹71,260 | 1,100 ₹77,000 | 990 ₹69,300 | 1,000 ₹70,000 | 1,035 ₹72,450 | 984 ₹68,880 | 1,070 ₹74,900 |
| 5.00 | Supply and lay pipe in replacement galvanized, “medium class”, including fittings, nominal bore 50 mm dia all as specified and directed by Engr-in-Charge | 60 | RM | 799 ₹47,940 | 680 ₹40,800 | 648 ₹38,880 | 700 ₹42,000 | 640 ₹38,400 | 630 ₹37,800 | 650 ₹39,000 | 626 ₹37,560 | 682 ₹40,920 |
| 6.00 | Supply and fix in replacement bends (any type, radius and angle) tapers any type, (straight, bend, increasing, decreasing or double socket etc.) Tee pieces single branch. "Y" junction, double branch, cross (all sockets or socket and spigot) collars, caps and plugs all as directed by Engr-in-Charge | 380 | Per Kg | 288 ₹1.1 L | 78 ₹29,640 | 80 ₹30,400 | 87 ₹33,060 | 285 ₹1.1 L | 85 ₹32,300 | 82 ₹31,160 | 79 ₹30,020 | 84 ₹31,920 |
| 7.00 | S&F in replacement of cast iron sluice valve class PN 1.6 size of 200 mm bore heavy duty both ends flanged, suitable for 200mm sizes bore conforming to IS 14846 of 2000 duly ISI marked with wheel operated handle with high tensile stainless steel spindle, including nuts, bolts, washers etc of required size and making arrangement for safe working complete all as specified and as directed by Engineer-in-Charge. | 2 | Each | 26,000 ₹52,000 | 28,450 ₹56,900 | 26,880 ₹53,760 | 29,070 ₹58,140 | 20,000 ₹40,000 | 26,450 ₹52,900 | 27,320 ₹54,640 | 25,980 ₹51,960 | 28,280 ₹56,560 |
| 8.00 | - Ditto - all as per item no.7 here-in-before but 150mm nominal bore (6") dia complete all as specified and directed by Engr-in-Charge | 3 | Each | 21,000 ₹63,000 | 18,440 ₹55,320 | 17,400 ₹52,200 | 18,820 ₹56,460 | 16,500 ₹49,500 | 17,000 ₹51,000 | 17,690 ₹53,070 | 16,820 ₹50,460 | 18,300 ₹54,900 |
| 9.00 | - Ditto - all as per item no.7 here-in-before but 100mm nominal bore (4") dia complete all as specified and directed by Engr-in-Charge | 2 | Each | 15,000 ₹30,000 | 14,500 ₹29,000 | 13,680 ₹27,360 | 14,700 ₹29,400 | 13,500 ₹27,000 | 13,450 ₹26,900 | 13,900 ₹27,800 | 13,220 ₹26,440 | 14,300 ₹28,600 |
| 10.00 | S&F in replacement of cast iron Non return valve size of 200 mm bore heavy duty both ends flanged, suitable for 200mm sizes bore conforming to IS 14846 of 2000 duly ISI marked including nuts, bolts, washers etc of required size and making arrangement for safe working complete all as specified and as directed by Engineer-in-Charge. | 1 | Each | 26,000 ₹26,000 | 26,750 ₹26,750 | 25,200 ₹25,200 | 27,300 ₹27,300 | 24,000 ₹24,000 | 24,850 ₹24,850 | 25,670 ₹25,670 | 24,400 ₹24,400 | 26,500 ₹26,500 |
Tender Value
₹47.5 L
EMD Value
₹95,000
Closing Date
2 Mar 2026, 6:00 pmClosed
GE, Minniebay, Sri Vijaya Puram
GE, Minniebay, Junglighat (PO), Sri Vijaya Puram -744103
8711/E8- SPECIAL REPAIR / REPLACEMENT OF OLD VINTAGE EXTERNAL WATER SUPPLY LINE FOR INHS DHANVANTARI UNDER GE MINNIE BAY, SRI VIJAYA PURAM
2026_MES_751879_1
8711/e8
Open Tender
Civil Works
180 days
GE, Minniebay, Sri Vijaya Puram
Please refer Tender documents.
13 documents required · 13 mandatory
₹500
Yes
GE, Minniebay
₹95,000
Yes
8 Apr 2026
9 Feb 2026
4 Mar 2026
9 Feb 2026
2 Mar 2026
23 Feb 2026
- Ditto - all as per item no.1 here-in-before but 150mm nominal bore (6") dia complete all as specified and directed by Engr-in-Charge
- Ditto - all as per item no.1 here-in-before but 100mm nominal bore (4") dia all as specified and directed by Engr-in-Charge
Supply and lay pipe in replacement galvanized, “medium class”, including fittings, nominal bore 80 mm dia all as specified and directed by Engr-in-Charge
Supply and lay pipe in replacement galvanized, “medium class”, including fittings, nominal bore 50 mm dia all as specified and directed by Engr-in-Charge
Supply and fix in replacement bends (any type, radius and angle) tapers any type, (straight, bend, increasing, decreasing or double socket etc.) Tee pieces single branch. "Y" junction, double branch, cross (all sockets or socket and spigot) collars, caps and plugs all as directed by Engr-in-Charge
S&F in replacement of cast iron sluice valve class PN 1.6 size of 200 mm bore heavy duty both ends flanged, suitable for 200mm sizes bore conforming to IS 14846 of 2000 duly ISI marked with wheel operated handle with high tensile stainless steel spindle, including nuts, bolts, washers etc of required size and making arrangement for safe working complete all as specified and as directed by Engineer-in-Charge.
- Ditto - all as per item no.7 here-in-before but 150mm nominal bore (6") dia complete all as specified and directed by Engr-in-Charge
- Ditto - all as per item no.7 here-in-before but 100mm nominal bore (4") dia complete all as specified and directed by Engr-in-Charge
S&F in replacement of cast iron Non return valve size of 200 mm bore heavy duty both ends flanged, suitable for 200mm sizes bore conforming to IS 14846 of 2000 duly ISI marked including nuts, bolts, washers etc of required size and making arrangement for safe working complete all as specified and as directed by Engineer-in-Charge.
Supply and fix in replacement valve, globe conforming to IS 9338, 50mm (2”) dia pipe all as specified and directed by Engineer in charge.
Supply and fix in replacement valve, globe conforming to IS 9338, 80mm (3”) dia pipe all as specified and directed by Engineer in charge.
Supplying, fixing, testing and commissioning in replacement of cast iron air release valve suitable for 200mm bore water main, having flanged ends with two air outlets, 80mm dia ISI marked, fixed with 200/150/100 x 80 mm, flanged Tee including jointing material such as nuts, bolts, washers and rubber sheet etc complete all as specified and as directed by Engineer-in-Charge. Note :- (i) Cost of DI Tee is included in the unit rate of item nothing extra shall be paid on this account .
M & L for construction of valve chamber of internal size 1080x1080x900 mm with block masonry in cement mortar 1:6 , with Plain Cement Concrete (Nominal mix) 1:3:6 type C2 sub base plaster internally and exposed external surface in cement mortar 1:4 (15 mm thick and provision of valve chamber cover made out of MS sheet 3.15 mm thick welded to angle iron frame 40 x 40 x 5 mm made out to double / single door type with hinges and providing proper locking arrangement duly painted with two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and all as directed by Engr-in-Charge.
M & L for cutting existing CI/DI pipe line of dia upto 250mm bore and making connection for new GI pipe as required suitable dia of pipe as on site, inluding necessary connections, fittings complete all as specified and as directed by Engineer in charge.
M&L for cutting of Road/Hard standing for laying of pipe line upto 200 mm bore dia including making good patch work by cement concrete type B1 1:2:4 using 40mm graded stone aggregate 150mm thick and finishing the surface with CM 1:2, 15mm thick all as specified and as directed by Engineer-in-Charge.
M & L for PCC 1:2:4, Type B-2, using 40 mm graded stone aggregate as in walls or retaining walls, any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases) complete all as specified and directed.
M/L for plain cement concrete (1.3.6) type C2 using 40mm graded stone aggregate in foundations filling and mass concrete complete all as specified
Supply, providing and erecting MS pipe header of 200 mm dia, and 8 mm thick for water supply system including fabrication, welding,supports,two coats red oxide primer and two coats epoxy paint,pressure testing and commissioning complete as per site requirement all as specified and directed by Engr-in-charge.
Excavating in trenches in soft / loose soil, n.exc 1.5m wide and n.exc 1.5m in depth: for foundation, etc. Or for shafts, wells, cessapits, manholes, pier holes, etc. n.exc 10 Sq.m on plan and in.exc 1.5m in depth and getting out all as specified and directed by Engr-in-Charge
Returning, filling in, including spreading, levelling watering and well ramming in layers n.exc.25cm in any type of soil all as specified and as directed.
Removing excavated material to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above starting point in any type of soil all as specified and as directed.
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