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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 LAccepted-AOC BESIDE KALI MANDIR PATALESHWAR CHHINDWARA DIST CHHINDWARA M P | CHHINDWARA | CHHINDWARA | MADHYA PRADESH | 480001 | ₹6.4 L Quoted ₹5.4 L | L1 | Accepted-AOC Bidder is L1 and has quoted lowest item rates overall |
| 2 | L2₹5.8 LRejected-Finance ASHIRWAD COLONY CHANDANGAON DISTT CHHINDWARA M P PIN 480001 | CHANDANGAON | CHHINDWARA | MADHYA PRADESH | 480001 | ₹5.8 L | L2 | Rejected-Finance Quoted higher rate |
| 3 | L3₹6.9 LRejected-Finance WARD NO 18 SONI MOHALLA CHANDAMETA DIST CHHINDWARA M P PIN NO 480447 | CHANDAMETA | CHHINDWARA | MADHYA PRADESH | 480447 | ₹6.9 L | L3 | Rejected-Finance Quoted higher rate |
Tender Value
₹10.7 L
EMD Value
₹13,400
Closing Date
7 Apr 2026, 6:00 pmClosed
Staff Officer (Civil), Pench Area
Staff Officer (Civil), AGM Office, Pench Area, P.O. Parasia, Dist. Chhindwara (M.P.) 480441
Repairing of fixed type Rain Gun Sprinklers and providing fire- fighting arrangement around the coal stock yard of Urdhan OCM and Nehariya UGM under Nehariya Sub Area of Pench Area.
2026_WCL_357624_1
pe3350-civ-s-e096-2025-26
Open Tender
Civil Works - Others
120 days
NEHARIYA SUB AREA
As Per NIT
3 documents required · 3 mandatory
₹13,400
6 May 2026
27 Mar 2026
8 Apr 2026
27 Mar 2026
7 Apr 2026
28 Mar 2026
27 Mar 2026 - 31 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Providing laying and jointing of following galvanized Iron (MS) Pipes with specials (such as bends, elbows, tees etc) class light, medium & heavy including testing of joints, cost of pipes, specials and jointing materials all complete. Pipes and sockets conforming to IS-1239/2011 Part II. 100 mm dia Medium | |||||
| 2Providing, laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector or jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then 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) PE-100, 10 Kg/sq.cm | |||||
| 3Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 50 mm dia nominal bore | |||||
| 4Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore | |||||
| 5Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 100 mm diameter Class I | |||||
| 6Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 50 to 80 mm nominal bore | |||||
| 7Earth 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 bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | |||||
| 8Filling 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 lift upto 1.5 m. | |||||
| 9Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources). | |||||
| 10Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns | |||||
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