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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹18.3 L+₹1.9 L (11.8%)Accepted-AOC WARD NO 09 SHIV COLONY WEAR HOUSE ROAD PARASIA DISTT CHHINDWARA M P | CHHINDWARA | MADHYA PRADESH | 480441 | L2 | Accepted-AOC Bidder as Quoted IInd lowest item rate and met requirement of NIT | |
| 2 | L1₹16.3 LRejected-Finance CONTRACTOR PRATAP COLONY PO SIRGORA SHIVPURI DISTT CHHINDWARA M P | L1 | Rejected-Finance Did not meet Requirement of as per NIT | |
| 3 | L3₹19.0 L+₹2.7 L (16.4%)Rejected-Finance | L3 | Rejected-Finance Bidder is Quoted Higher Rate | |
| 4 | L4₹22.4 L+₹6.0 L (36.9%)Rejected-Finance | L4 | Rejected-Finance Bidder is Quoted Higher Rate |
Tender Value
₹25.5 L
EMD Value
₹32,000
Closing Date
16 Aug 2022, 5:00 pmClosed
Staff Officer (Civil), Pench Area
Staff Officer (Civil), AGM Office, Pench Area, P.O. Parasia, Dist. Chhindwara (M.P.) 480441
Preparation of 2 Nos Hume Pipe Culverts at Amalgamated Chhinda - New Sethia OC Mine
2022_WCL_252414_2
pe3350-civ-s-e021-2022-23
Open Tender
Civil Works - Others
Item Rate
60 days
Chhinda
As per NIT
3 documents required · 3 mandatory
₹32,000
11 Oct 2023
4 Aug 2022
17 Aug 2022
4 Aug 2022
16 Aug 2022
4 Aug 2022
4 Aug 2022 - 11 Aug 2022
Amount
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 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.
Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete.
Providing and laying in position cement concrete of specified grade 1:3:6 (1 Cement : 3 manufactured sand derived from Recycled concrete aggregate (RCA) : 6 graded stoneaggregate 40 mm nominal size Recycled aggregate (RA) )
Providing and laying in position cement concrete of specified grade 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived fromnatural sources : 4 graded stone aggregate 40 mm nominalsize derived from natural sources).
Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars / spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 1200 mm dia RCC Hume pipes. (Laying by manual/ machanical means)
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 lift upto 1.5 m.
Total impact of GST for the purpose of CTC
DHIRAJ SHAH
SHANKAR RAO MANKAR
ABRAR HASAN
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