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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.0 LAccepted-AOC PUTUMARI FULESWARI COOCH BEHAR 736157 | COOCH BEHAR | COOCH BEHAR | WEST BENGAL | 736157 | 1 | Accepted-AOC Work order issued. | |
| 2 | 2₹2.0 L+₹179.24 (0.09%)Rejected-Finance | 2 | Rejected-Finance Not L1 Bidder | |
| 3 | 3₹2.0 L+₹298.73 (0.15%)Rejected-Finance | 3 | Rejected-Finance Not L1 Bidder | |
| 4 | Rejected-Technical | - | Rejected-Technical Technical specifications are not met according to NIT |
Tender Value
₹2.0 L
EMD Value
₹3,983
Closing Date
16 Sept 2026, 4:00 pmClosed
PRODHAN PUTIMARI FULESWARI GRAM PANCHAYAT
PUTIMARI FULESWARI GP, COB-I PS
CONSTRUCTION OF PLAIN CEMENT CONCRETE ROAD FROM DINESH BARMAN HOUSE TO NARAYAN MASTER HOUSE JL NO 190 UNDER PUTIMARI FULESWARI GRAM PANCHAYAT WITHIN COOCH BEHAR-I PANCHAYAT SAMITY IN THE DISTRICT COOCH BEHAR
2026_ZPHD_5023165_2
eNIT 02/PFGP/2026-27 (SL. NO. 1-3)
Open Tender
CIVIL WORKS
Percentage
30 days
PUTIMARI FULESWARI
Please refer Tender documents.
3 documents required · 3 mandatory
₹250
₹3,983
14 Oct 2026
9 Sept 2026
18 Sept 2026
9 Sept 2026
16 Sept 2026
9 Sept 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 |
|---|---|---|---|---|---|
| 1 | Excavation in Soil by Manual Means: Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres (Reference to MoRT&H's specification clause 301). | 17.1 | Cu.m | - | - |
| 2 | Granular Sub-Base with Graded Material (Table:- 400-1) By Mix in Place Method: Construction of granular sub-base by providing graded materials such as natural sand/crushed gravel/crushed stone/combination depending upon the required grading , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with vibratory roller to achieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401 desired density, complete as per clause 401 Rate per cum for grading-I Material | 10.26 | Cu.m | - | - |
| 3 | Granular Sub-Base with Graded Material (Table:- 400-1) By Mix in Place Method: Construction of granular sub-base by providing graded materials such as natural sand/crushed gravel/crushed stone/combination depending upon the required grading , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with vibratory roller to achieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401 desired density, complete as per clause 401 Rate per cum for grading-II Material | 8.55 | Cu.m | - | - |
| 4 | Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200). PCC Grade M20 | 17.1 | Cu.m | - | - |
| 5 | Direction and Place Identification Signs with size more than 0.9 sqm size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing (Reference to MORT&H's specification 801). | 1.35 | Sq.m | - | - |
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