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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.4 LAccepted-AOC BALIBAZAR TALAP DOOMDOOMA | TINSUKIA | ASSAM | 786151 | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹44.9 L+₹47,250 (1.06%)Rejected-AOC CHINAPATTY H NO 359 CITY TOWN MAKUM P O P S MAKUM DIST TINSUKIA PIN 786170 | TINSUKIA | ASSAM | 786170 | L2 | Rejected-AOC HIGHER BIDDER | |
| 3 | L3₹45.1 L+₹63,153.54 (1.42%)Rejected-AOC P J B ROAD PRASANTI APPARTMENT 103 P O CHEMIKUTHI PS CHANDMARI DIST KAMRUP M ASSAM | KAMRUP M | ASSAM | L3 | Rejected-AOC HIGHEST BIDDER |
| Sl No | Description | Qty | Unit | MS UDAY ENTERPRISE L3 | MS N.K CONSTRUCTION L1 | MS SB ENTERPRISES L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in Soil by Manual Means. (a)(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 upto1000 metres.) | 320.83 | cum | 1,28,332 ₹1,28,332 | 1,12,428.46 ₹1,12,428.46 Lowest | 1,12,428.46 ₹1,12,428.46 Lowest |
| 2.00 | Construction of granular sub base by providing coarse graded material spreading in uniform layer with motor grader on prepared surface , mixing by mix in place method withnrotawator at OMC and compacting with vibratory roller……………etc. etc. | 48.64 | cum | 1,70,240 ₹1,70,240 Lowest | 1,70,240 ₹1,70,240 Lowest | 1,70,240 ₹1,70,240 Lowest |
| 3.00 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. | 94.86 | cum | 7,58,880 ₹7,58,880 Lowest | 7,58,880 ₹7,58,880 Lowest | 7,58,880 ₹7,58,880 Lowest |
| 4.00 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications | 567.62 | cum | 28,38,100 ₹28,38,100 Lowest | 28,38,100 ₹28,38,100 Lowest | 28,38,100 ₹28,38,100 Lowest |
| 5.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | 5.14 | MT | 5,08,860 ₹5,08,860 Lowest | 5,08,860 ₹5,08,860 Lowest | 5,08,860 ₹5,08,860 Lowest |
| 6.00 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.) | 157.5 | cum | 1,02,375 ₹1,02,375 | 55,125 ₹55,125 Lowest | 1,02,375 ₹1,02,375 |
Tender Value
₹44.4 L
EMD Value
₹88,873
Closing Date
3 Mar 2026, 9:30 amClosed
Executive Officer, Doomdooma Municipal Board
Doomdooma Municipal Board, Tinsukia
Construction of a Retaining Wall at Water Body of Park under Doomdooma MB
2026_UDD_51473_1
DDTC/Tech/17/400(2) dated 23/02/2026
Open Tender
Civil Works
Works
30 days
Ward no 09, Doomdooma
Please refer Tender documents.
2 documents required · 2 mandatory
₹900
₹88,873
Conference Hall, Doomdooma Municipal Board
11 Mar 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
24 Feb 2026 - 27 Feb 2026
27 Feb 2026
Excavation in Soil by Manual Means. (a)(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 upto1000 metres.)
Construction of granular sub base by providing coarse graded material spreading in uniform layer with motor grader on prepared surface , mixing by mix in place method withnrotawator at OMC and compacting with vibratory roller……………etc. etc.
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.)
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