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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC WARD NO 2 CITY TOWN LAKHIMPUR P O NARAYANPUR P S BIHPURIA DISTRICT LAKHIMPUR PIN 784001 | SONITPUR | ASSAM | 784001 | ₹1.0 Cr | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹1.0 CrRejected-AOC 3 NO NIMUSI H NO 22 P O SIMALUGURI P S DHALPUR DIST LAKHIMPUR PIN 784165 | SIMALUGURI | LAKHIMPUR | ASSAM | 784165 | ₹1.0 Cr | L2 | Rejected-AOC NOT ACCEPTED |
| Sl No | Description | Qty | Unit | NITUMONI BARUAH L2 | Prabin Sarmah L1 |
|---|---|---|---|---|---|
| 1.00 | Road from HS-43 Panbari to Tengapathar Road via Panimora Chuck from Ch.0.00 m to 1540.00 m (Length-1.540 Km)
Clearing and grubbing road land including uprooting with vegetation grass,bushes,shrubs,saplings and trees upto 300 mm removal .not exceeding 150 mm in thickness by manual means A)In area non thorny jungle | 0.92 | Hect. | 52,995.08 ₹48,755.47 | 52,995 ₹48,755.40 |
| 2.00 | Utility shifting like Telephone Pole, Light Pole, Water line etc. | 1.54 | km | 33,900 ₹52,206 | 33,900 ₹52,206 |
| 3.00 | Construction of embankmenet(core)with materials obtained from borrow pit with initial lead upto 1.5m,transporting to site,spreading,grading to required slope and compacting to meet requirement of table 300-1………clouse 301.5 i) from private land (Qty.From Ann-I) | 4,555.16 | Cum. | 258.21 ₹11.8 L | 258 ₹11.8 L |
| 4.00 | Construction of sub-gradewith materials obtained from borrow pit with initial lead upto 1.5m,transporting to site,spreading,grading to required slope and compacting to meet requirement of table 300-2 i)From private land(From Ann-I) | 1,244.99 | Cum. | 339.68 ₹4.2 L | 339.68 ₹4.2 L |
| 5.00 | Construction of granular sub-base(GSB) by providing well graded materials speading in uniform layers with motor grader on…………….with smooth wheel roller to achieve the desired density.(A)By mixed in place methot.(ii) for grading II materials(Annexure-I(a) | 713.79 | Cum. | 2,130.29 ₹15.2 L | 2,130.29 ₹15.2 L |
| 6.00 | Providing,laying,spreading and compacting stone aggt.of specific size to water bound meccadom(WBM)………………as per specification of MOST.clouse 405 A) By manual means (a) Hand broken metel from river bouldeAnnexure-I(b) GradingII | 356.9 | Cum. | 4,560.25 ₹16.3 L | 4,560.25 ₹16.3 L |
| 7.00 | Providing,laying,spreading and compacting stone aggt.of specific size to water bound meccadom(WBM)………………as per specification of MOST.clouse 405 A) By manual means (a) Hand broken metel from river bouldeAnnexure-I(b) GradingIII | 356.9 | Cum. | 4,582.22 ₹16.4 L | 4,582.22 ₹16.4 L |
| 8.00 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification. | 4,480.5 | Sqm. | 39.78 ₹1.8 L | 39.78 ₹1.8 L |
| 9.00 | Providing and applying tack coat with Bitumen emulsion (RM) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydrauiic broom as per Technical Specification Clause 503. | 4,480.5 | Sqm. | 13.33 ₹59,725.07 | 13.33 ₹59,725.07 |
| 10.00 | Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 7S tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and aIignment,rolIing with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in al respect. including carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materials at site and laboratary as directed by the deptt.) ’With hydrated lime/ cement as filler (refer table 500-9 of MoSRT&H specification)
for Grading I! (10 mm nominal size) | 119.47 | Cum | 10,109.7 ₹12.1 L | 10,109.7 ₹12.1 L |
Tender Value
₹1.0 Cr
EMD Value
₹2.0 L
Closing Date
30 Jul 2025, 2:00 pmClosed
Chief Engineer
O/o the Chief Engineer PWRD,Assam,Guwahati-03
Improvement of Road from SH-43 panbari to Tengapathar Road via Panimora Chuck from Ch.0.00 m to 1540.00 m ,( L 1.540 Km) under for the year 2025-26 (Bihpuria LAC)
2025_PWD_45495_8
CE/Commn/16/202526/3
Open Tender
Civil Works – Roads
180 days
Bihpuria
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
₹2.0 L
Yes
O/o the Chief Engineer PWRD,Assam,Guwahati-03
9 Feb 2026
11 Jul 2025
30 Jul 2025
11 Jul 2025
30 Jul 2025
11 Jul 2025
11 Jul 2025 - 30 Jul 2025
18 Jul 2025
Amount
Road from HS-43 Panbari to Tengapathar Road via Panimora Chuck from Ch.0.00 m to 1540.00 m (Length-1.540 Km) Clearing and grubbing road land including uprooting with vegetation grass,bushes,shrubs,saplings and trees upto 300 mm removal .not exceeding 150 mm in thickness by manual means A)In area non thorny jungle
Utility shifting like Telephone Pole, Light Pole, Water line etc.
Construction of embankmenet(core)with materials obtained from borrow pit with initial lead upto 1.5m,transporting to site,spreading,grading to required slope and compacting to meet requirement of table 300-1………clouse 301.5 i) from private land (Qty.From Ann-I)
Construction of sub-gradewith materials obtained from borrow pit with initial lead upto 1.5m,transporting to site,spreading,grading to required slope and compacting to meet requirement of table 300-2 i)From private land(From Ann-I)
Construction of granular sub-base(GSB) by providing well graded materials speading in uniform layers with motor grader on…………….with smooth wheel roller to achieve the desired density.(A)By mixed in place methot.(ii) for grading II materials(Annexure-I(a)
Providing,laying,spreading and compacting stone aggt.of specific size to water bound meccadom(WBM)………………as per specification of MOST.clouse 405 A) By manual means (a) Hand broken metel from river bouldeAnnexure-I(b) GradingII
Providing,laying,spreading and compacting stone aggt.of specific size to water bound meccadom(WBM)………………as per specification of MOST.clouse 405 A) By manual means (a) Hand broken metel from river bouldeAnnexure-I(b) GradingIII
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification.
Providing and applying tack coat with Bitumen emulsion (RM) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydrauiic broom as per Technical Specification Clause 503.
Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 7S tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and aIignment,rolIing with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in al respect. including carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materials at site and laboratary as directed by the deptt.) ’With hydrated lime/ cement as filler (refer table 500-9 of MoSRT&H specification) for Grading I! (10 mm nominal size)
Providing Hump type speed breaker (BM)
Reinforce cement concrete M15 grade kilometer stone/local stone ii) Ordinary kilometer stone
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. .... as per drawing Clause 1701 and Annexure 1700.1
Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective setting ----- fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801. (ii) 60 cm equilateral tringle
Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective setting ----- fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801. (iii) 60 cm circular
Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective setting ----- fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801. (iv) 800mm x 600mm rectangular
Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective setting ----- fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801. (vii) 900mm side octagon
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specification.
Providing and laying boulder apron laid in wire crates for bed protection with stone boulder of minimum size and weight as per table 1300.1 no fragment weighing not less than 25kg. laid dry complete as per drawing and technical specification clause 1301
Excavation for structures :- E/W in excavation for structures as per drawing and Technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and deleterious materials and disposal upto a lead of 50 I. ordinary Soil (A) Manual means (i) Depth up to 3.00m
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (1:3:6) (I) PCC M10
Beeding of Pipe (ii) Type B(First Class beeding) Laying First Class Beeding on well compacted sand, moorum or approved granular materials
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing & technical specifications. A. with crushed stone III.PCC M-20 grade (1:2:4) Hand mixed.
Providing & Laying reinforced cement concrete pipe NP-3 for culverts on 1st class bedding of granular material in single row including fixing coller with cement morter 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works
NITUMONI BARUAH (BID ID -273385)
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