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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.8 LAccepted-AOC WARD NO 11 PARASIA DISTT CHHINDWARA M P PIN 480441 | PARASIA | CHHINDWARA | MADHYA PRADESH | 480441 | ₹9.8 L | L1 | Accepted-AOC Bidder is L1 and has quoted lowest item rates overall |
| 2 | L2₹10.5 LRejected-Finance PARTALA ISHA NAGAR RESIDENCY PARTALA DISTT CHHINDWARA M P PIN NO 480001 | CHHINDWARA | CHHINDWARA | MADHYA PRADESH | 480001 | ₹10.5 L | L2 | Rejected-Finance Quoted higher rate |
| 3 | L3₹13.8 LRejected-Finance | ₹13.8 L | L3 | Rejected-Finance Quoted higher rate |
Tender Value
₹17.4 L
EMD Value
₹21,900
Closing Date
14 Jan 2026, 6:00 pmClosed
Staff Officer (Civil), Pench Area
Staff Officer (Civil), AGM Office, Pench Area, P.O. Parasia, Dist. Chhindwara (M.P.) 480441
Providing pipeline connection from Kukurmunda Pump House to Kukurmunda Basti for providing domestic water at Kukurmunda Village as a part of CSR 2025-26 under Shivpuri Sub Area of Pench Area.
2026_WCL_350478_1
pe3350-civ-s-e072-2025-26
Open Tender
Civil Works - Others
90 days
SHIVPURI SUB AREA
AS Per NIT
3 documents required · 3 mandatory
₹21,900
11 Feb 2026
3 Jan 2026
15 Jan 2026
3 Jan 2026
14 Jan 2026
4 Jan 2026
3 Jan 2026 - 7 Jan 2026
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (Not exceeding 1.5 m in width or 10 Sqm on plan) including dressing of sides and ramming of bottom,lift upto 1.5 m including getting out of excavated soil and disposal of surplus excavated soil as directed within alead of 50 m. All kind of soil.
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
Filling available excavated earth (excluding rock) in trenches, plinth. sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand(zone III) : 6 graded stone aggregate 40 mm nominal size).
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars.
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts.
12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand).
Providing, laying, Jointing &field testing of PE pipes made from 100% virgin material(Earlier know as hight Density Polyethylene pipes, PE 100)conforming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector or jointing pipes by heating the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then mechanically pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jacks/ Hydraulic Jacks/ But fusion machine. (50mm & above fusion jointed & below 50mm mechanical jointed) 110 mm dia. { 8 Kg/cm2 }.
Providing & fixing of following Cast iron double flanged sluice valves as per I.S.:14846-2000 fitted with cast iron cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete. 100 mm dia. ( PN-1.6 )
Providing & fixing following cast iron double flanged single door reflux (non return) valves including jointing & testing with cost of jointing material such as bolts, nuts and rubber insertion all complete as per IS :5312 (Part I) 100 mm dia.
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
Total impact of GST for the purpose of CTC
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