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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC 32 A SWAMI SATYANANDA SARANI BARANAGAR | ₹3.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.5 LRejected-AOC | ₹3.5 L | L2 | Rejected-AOC L2 |
| 3 | L3₹3.5 LRejected-AOC | ₹3.5 L | L3 | Rejected-AOC L3 |
Tender Value
₹3.5 L
EMD Value
₹7,000
Closing Date
20 Feb 2026, 2:00 pmClosed
Executive Engineer(A-M)Midnapore(A-M) Division
Administrative Building.-Dak Banglow Rd, Saratpally, Midnapore, Pin- 72ll0l
Quadruped Set repairing and Spout repairing at Nichu patina Deptt. Major R.L.I. Scheme at Mouza -Nichu Patina, J.L No-07, Plot No. - 132 under Nayagram Block in Jhargram - II (A-M) Sub - Division within Midnapore (A-M) Division under NON-PLAN 25-26.
2026_WRDD_1002918_3
WBWRDD/EE(AM)MID/eNIT-85 (Sl 1 to 4) / 25-26
Open Tender
Miscellaneous Works
180 days
Executive Engineer(A-M)Midnapore(A-M) Division
Please refer Tender documents.
3 documents required · 3 mandatory
₹7,000
18 Mar 2026
10 Feb 2026
23 Feb 2026
10 Feb 2026
20 Feb 2026
10 Feb 2026
Estimate for Quadruped Set repairing and Spout repairing at Nichu patina Deptt. Major R.L.I. Scheme at Mouza -Nichu Patina, J.L No. - 07 , Plot No. - 132 under Nayagram Block in Jhargram - II (A-M) Sub - Division within Midnapore (A-M) Division under NON-PLAN 2025-26. ( Please see the details in WTA)
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NUMBER #
Estimate for Quadruped Set repairing and Spout repairing at Nichu patina Deptt. Major R.L.I. Scheme at Mouza -Nichu Patina, J.L No. - 07 , Plot No. - 132 under Nayagram Block in Jhargram - II (A-M) Sub - Division within Midnapore (A-M) Division under NON-PLAN 2025-26.
Earth work in exavation of field trenches as per designed section &alignment for laying of pipe lines (PVC,RCC,ACP etc)upto a depth of 1500 mm in all sorts of soils including removing ,spreading or stracking extra earth as directrd. The item includesnecessary trimming of side trenches levelling, dressing and ramming the bottom as required complete
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm.
Earth work in filling in trenches after laying pipe lines (PVC, RCC, ACP etc.) with good earth obtained from excavation of field trenches in layers not exceeding 225 mm, including watering and ramming etc. layer by layer complete. (Payment will be made on the basis of measurement of finished quantity of work.)
Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do by Fine sand.
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. d) With local hard blackstone variety chips (crusher broken)
Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (i) With 1:6 cement mortar c) 15 mm thick plaster
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
Labour charges for fitting, fixing 150 mm. dia. Alfa-AIfa valve with 160mm. dia. P.V.C. riser pipe with the help of flanged P.V.C. tail-piece by joining the P.V.C. End of Tail-piece and riser pipe with coupler and flanged end of Tail-piece and Alfa- Alfa valve with rubber insertion, nuts and bolts etc. complete.bolts etc. complete.
b) Testing of pipe line system against leakages by filling the distribution chamber with water and supplying water through the entirepipe line net work for at least 4 (four) hour by running the departmental Diesel Engine pumping set, including supplying necessary fuels & lubricants and hiring and transporting tools and plants all complete as per direction of Engineer-inCharge. i) For Major R.L.I.
Labour charge for replacement of damage PVC. Pipe of any length in the Pipe line of HDTW 1 MDTW 1 RLI with new piece/s of pipe after taking out the damage pipe/s from the existing pipe line by cutting with hacksaw and joining the new pipe/s with the existing pipe line using necessary couplers after roughening up surface with wire brush, emery paper and applying the solvent cement (cost inclusive) to make the joint leakproof (pipe & couplers to be supplied departmentally) including transporting departmentally issued pipe/s, couplers etc. from Sub-Divisional Store to the Site all complete as per direction of Engineer-in-Charge. (iv) 140 mm. dia. PVC. Pipe
Repair of puncture/holes of any size in existing PVC. Pipeline of HDTW/MDTW/RLI by placing half round PVC. Pipe section of required size to cover the holesl puncture having adequate bearing on all sides and joining the half round section with solvent cement after roughening the surface with wire brush, emery paper to make the joint leak proof as per direction of Engineer-in Charge (cost inclusive of supplying solvent cement at site and transportation of required length of PVC.Pipe to be issued departmentlly, for cutting half round section, from Sub-Divisional Stores to site) (ii) 200 mm dia. PVC. Pipe line
(iv) 140 mm. dia. PVC. Pipe
Labour Charges for fitting, fixing and laying, where necessary of following M.S / G.I. / E.R.w. pipes and accessories (to be supplied departmentally) including transportation of the same cutting, threading, jointing and making leak-proof threaded / flanged joint at site, by using socket / rubber insertion, nuts and bolts etc. maintaining proper alignment and level - all complete - as per direction of Engineer-in-Charge. xxviii) 150mm. dia. C.I. sluice valve.
Erection, fitting, fixing of set of MS/GI Quadruped inlet and outlet pipe fittings for 1st chamber and 2nd chamber of Major RLI Scheme. (Rate inclusive of transportation from departmental store to work site).
Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m. In ground floor including roof. (a) upto 150 mm. thick
Dismantling of set of MS/GI Quadruped inlet and outlet pipe fittings for 1st chamber and 2nd chamber of Major RLI Scheme. (Rate considering same as erection, fitting, fixing of set of MS/GI Quadruped inlet and outlet pipe fittings for 1st chamber and 2nd chamber of Major RLI Scheme).
Total Rs.
Extra Transportation 4% except Earth Work
Sub-Total Rs.
Add GST @ 18%
Sub-Total Rs.
Labour welfare Cess @1%
Total Rs. (A)
500 x 500 x 150 x 80 (NB) G.I. M.S. CROSS, ALL ENDS FLANGE WELDED WITH 12 MM THK. RIBS @ 90' C/C. FITTED WITH 500(NB) BLANK FLANGE WITH NECESSARY G.I. BOLT & ASBESTOS GASKET.
500 x 500 x 300 x 80 (NB) G.I. M.S. CROSS, ALL ENDS FLANGE WELDED WITH 12 MM THK. RIBS @ 90' C/C. FITTED WITH 500(NB) BLANK FLANGE WITH NECESSARY G.I. BOLT & ASBESTOS GASKET.
500 (NB) G.I. M.S.SHORT PIECE, BOTH ENDS FLANGE WELDED WITH 12 MM THK. RIBS @ 90' C/C.
C.I Alfa Alfa valve 150 mm dia C- Type.{W.R.D.D./Chapter No-13 / Page-4/ITEM NO.18(a)}
Sluice valve ISI marked Ø 150 mm P.N 1.6 with hand wheel for water works purpose, C.I flanged type ISI marked IS 14846/2000 with latest amendments. Valves shall be tested for (closed end test) hydrostatic test requirement.{W.R.D.D./Chapter No-13 / Page-4/ITEM NO.18(a)}
Sub Total Rs.
Labour welfare Cess @1%
Total Rs. (B)
Grand Total Rs. (A+B)
Say Rs
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