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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.1 LAccepted-AOC | ₹17.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹19.7 L+₹2.6 L (15.4%)Rejected-Finance | ₹19.7 L+₹2.6 L (15.4%) | L2 | Rejected-Finance THE BIDDER IS L2 |
| 3 | L3₹20.0 L+₹2.9 L (16.8%)Rejected-Finance | ₹20.0 L+₹2.9 L (16.8%) | L3 | Rejected-Finance THE BIDDER IS L3 |
| 4 | L4₹22.2 L+₹5.1 L (29.7%)Rejected-Finance | ₹22.2 L+₹5.1 L (29.7%) | L4 | Rejected-Finance THE BIDDER IS L4 |
| 5 | Rejected-Technical VILL BASUGAON W NO 2 DIST CHIRANG BTC ASSAM | CHIRANG | ASSAM | 783372 | - | - | Rejected-Technical Work Credential is outdated |
| Sl No | Description | Qty | Unit | ATUL BISWAS L4 | TAPASH LODH ROY L2 | SUVANKAR ROY L3 | Rana Dey L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
1. By Manual Means
(a) In area of non thorny jungle | 0.16 | Ha | 50,000 ₹8,000 | 46,954.75 ₹7,512.76 | 46,897 ₹7,503.52 Lowest | 50,000 ₹8,000 |
| 2.00 | EARTHWORK, EROSION CONTROL AND DRAINAGE
Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto | 1,571.7 | sq. m | 10 ₹15,717 | 15.5 ₹24,361.35 | 8.5 ₹13,359.45 | 6 ₹9,430.2 Lowest |
| 3.00 | Providing and laying of Interlocking Concrete Block Pavement (ICBP) with cement concrete paving block as per IS : 15658-2006 of thickness 80mm (COLORED) and 28 days compressive strength not less than 40N/mm2 over a layer of bedding of sand compacted thickness 30mm laid over a prepared base complying to grading specification in table 1500:6. Blocks are to be laid either in stretcher / grade and compacted with appropriated equipment such as plate vibrator along with spreading of a thin layer of joint filling sand complying to grading specified in table 1500:6 to fill up the gaps between blocks including construction of edges complete as per drawing and technical specification clause 1504. | 1,571.7 | sq. m | 1,385 ₹21,76,804.5 | 1,229.05 ₹19,31,697.89 | 1,252 ₹19,67,768.4 | 1,072 ₹16,84,862.4 Lowest |
| 4.00 | Sign Board | 1 | No. | 15,000 ₹15,000 | 7,800 ₹7,800 | 7,124.93 ₹7,124.93 | 6,296.4 ₹6,296.4 Lowest |
Tender Value
₹22.2 L
EMD Value
₹45,000
Closing Date
20 Aug 2026, 2:00 pmClosed
EXECUTIVE OFFICER
SAPATGRAM MUNICIPAL BOARD, WARD NO.2
IMPROVEMENT OF ROADS
2026_UDD_53215_1
NIT.NO.SMB.15THFC/2026-27/349 DATED 24.07.2026
Open Tender
Civil Works
Works
45 days
SAPATGRAM, WARD NO.6
FEE,EMD,GST,IT,CERTIFICATES ETC.
8 documents required · 8 mandatory
₹2,000
₹45,000
Yes
14 Sept 2026
24 Jul 2026
20 Aug 2026
24 Jul 2026
20 Aug 2026
24 Jul 2026
24 Jul 2026 - 17 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
1. By Manual Means
(a) In area of non thorny jungle | - | Ha | 46,898.3 | - |
| 2 | EARTHWORK, EROSION CONTROL AND DRAINAGE
Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto | - | sq. m | 6.5 | - |
| 3 | Providing and laying of Interlocking Concrete Block Pavement (ICBP) with cement concrete paving block as per IS : 15658-2006 of thickness 80mm (COLORED) and 28 days compressive strength not less than 40N/mm2 over a layer of bedding of sand compacted thickness 30mm laid over a prepared base complying to grading specification in table 1500:6. Blocks are to be laid either in stretcher / grade and compacted with appropriated equipment such as plate vibrator along with spreading of a thin layer of joint filling sand complying to grading specified in table 1500:6 to fill up the gaps between blocks including construction of edges complete as per drawing and technical specification clause 1504. | - | sq. m | 1,169.9 | - |
| 4 | Sign Board | - | No. | 7,000 | - |
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