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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC BIKHUPON CHALIHA GOLAGHAT ASSAM 785621 | GOLAGHAT | GOLAGHAT | ASSAM | 785621 | ₹1.1 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹1.2 Cr+₹97,338.76 (0.85%)Rejected-AOC | ₹1.2 Cr+₹97,338.76 (0.85%) | L2 | Rejected-AOC Not awrarded |
| Sl No | Description | Qty | Unit | Mohinis Trade and Construction L1 | Sagar Gohain L2 |
|---|---|---|---|---|---|
| 1.00 | Supplying and driving timber piles of 25cm to 30cm diameter, dressed to heart wood including making length in every 30 cm interval, coal tarming two (2) coats with best tar applied hot (Rate inclusive of the cost of the required quantity of tar.)
Using Azar/ Nahari Nageswar! Zarul Timber
B) Manually with labour
Portion of pile actually driven underground.(360 Rm)
Fender Pile(312 Rm) | 672 | Rm | 6,502 ₹43,69,344 Lowest | 6,600 ₹44,35,200 |
| 2.00 | Supplying and driving timber piles of 25cm to 30cm diameter, dressed to heart wood including making length in every 30 cm interval, coal tarming two (2) coats with best tar applied hot (Rate inclusive of the cost of the required quantity of tar.)
Using Azar/ Nahari Nageswar! Zarul Timber
B) Manually with labour
Portion of pile remaining above ground.(260 Rm)
Approach (16 rm)
Fender Pile(104 Rm) | 380 | Rm | 6,375 ₹24,22,500 Lowest | 6,400 ₹24,32,000 |
| 3.00 | Pile shoes: supplying fitting and fixing the pille shoes made of 6mm thick mild steel plate with necessary welding joints, size of pile shoe will be 78.54 cm (circumferential length of at top) x 50cm(Depth) x 5cm (circumferential length at bottom) and 25cm Inside diameter at top, including fitting and fixing 3 (Three) nos. M.S. plate of size of 6mm x 50mm, length 45cm at top of the pile shoe with necessary welding and drilling three nos of holes in each plate including fitting and fixing the pile shoes at the pile end with necessary patent nails etc., complete as directed by the Department. The pile shoe should be camphered to fit the pile shoe properly with necessary grooving for placing the MS plates and pile shoe. | 60 | Each | 2,518 ₹1,51,080 Lowest | 2,520 ₹1,51,200 |
| 4.00 | Supplying, fitting and fixing timber beam and bearing beam rectangular in size fitted with M.S. etc supplying spikes etc. as necessary and coal taming two (2) coats with best tar applied hot as directed (Rate inclusive of cost of the required quantity of tar)
(B) Using Azar/ Nahar/ Nageswar/ Zarul Timber | 5.4 | Cum | 33,482 ₹1,80,802.8 Lowest | 33,500 ₹1,80,900 |
| 5.00 | Supplying fitting and fixing "U" shaped flat iron strap making 0.5m x0.3m size from 150mm x 12mm size MS flat including providing 10 bolts holes and fitting with 0.35m long 20mm dia MS bolts including fitting tightly with bearing beam, pile and RSJ beams etc. complete as directed. | 60 | Each | 1,892 ₹1,13,520 Lowest | 1,900 ₹1,14,000 |
| 6.00 | Labour for fitting and fixing RSJ beam, CI saddle etc. in position including necessary scaffolding. cutting them to required size, drilling holes and supplying and fixing ncessary bolts and nuts. painting two coats complete (Tar-Steel paints to be supplied by the contractor at his own costs) including all lead and lifts from PWD Godown. | 322.78 | Qtl | 943 ₹3,04,381.54 Lowest | 950 ₹3,06,641 |
| 7.00 | Wood work including supplying, fitting and fixing complete with necessary M.S. bolts, nuts, nails, screw etc. and coal tarring two (2) coats with best tar applied hot (Rate is inclusive of the cost of the required quantity of tar.)
Using Azar/ Nahar/ Nageswar/ Zarul Wood
Undressed in floor planks, collars, bracing, standards, wheel guards, struts and railings, runner belts, rail, posts etc | 85.35 | Cum | 34,024 ₹29,03,948.4 Lowest | 34,100 ₹29,10,435 |
| 8.00 | In track way planks (alternate nailing to be done with decking in a seggragate way.) | 5.85 | Cum | 41,184 ₹2,40,926.4 Lowest | 41,200 ₹2,41,020 |
| 9.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301,5
(1) Private Land | 265.9 | Cum | 272 ₹72,324.8 Lowest | 280 ₹74,452 |
| 10.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
Private Land | 450.03 | Cum | 358 ₹1,61,110.74 Lowest | 360 ₹1,62,010.8 |
Tender Value
₹1.1 Cr
EMD Value
₹2.3 L
Closing Date
5 Jan 2026, 2:00 pmClosed
Chief Engineer,PWRD
O/o the Chief Engineer PWRD,Assam,Guwahati-03
Permanent restoration of SPT Br. No. 1/1 over Shankar Bill at Bholaguri Morongi under Golaghat Khumtai Territorial Road Division in Khumtai LAC for the year 2025-26
2025_PWD_49573_29
CE/Commn/192/PDNA/2025-26/02
Open Tender
Civil Works – Roads
Item Rate
60 days
Golaghat
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,300
₹2.3 L
Yes
O/o the Chief Engineer PWRD,Assam,Guwahati-03
9 Mar 2026
23 Dec 2025
5 Jan 2026
23 Dec 2025
5 Jan 2026
23 Dec 2025
23 Dec 2025 - 5 Jan 2026
26 Dec 2025
Supplying and driving timber piles of 25cm to 30cm diameter, dressed to heart wood including making length in every 30 cm interval, coal tarming two (2) coats with best tar applied hot (Rate inclusive of the cost of the required quantity of tar.) Using Azar/ Nahari Nageswar! Zarul Timber B) Manually with labour Portion of pile actually driven underground.(360 Rm) Fender Pile(312 Rm)
Supplying and driving timber piles of 25cm to 30cm diameter, dressed to heart wood including making length in every 30 cm interval, coal tarming two (2) coats with best tar applied hot (Rate inclusive of the cost of the required quantity of tar.) Using Azar/ Nahari Nageswar! Zarul Timber B) Manually with labour Portion of pile remaining above ground.(260 Rm) Approach (16 rm) Fender Pile(104 Rm)
Pile shoes: supplying fitting and fixing the pille shoes made of 6mm thick mild steel plate with necessary welding joints, size of pile shoe will be 78.54 cm (circumferential length of at top) x 50cm(Depth) x 5cm (circumferential length at bottom) and 25cm Inside diameter at top, including fitting and fixing 3 (Three) nos. M.S. plate of size of 6mm x 50mm, length 45cm at top of the pile shoe with necessary welding and drilling three nos of holes in each plate including fitting and fixing the pile shoes at the pile end with necessary patent nails etc., complete as directed by the Department. The pile shoe should be camphered to fit the pile shoe properly with necessary grooving for placing the MS plates and pile shoe.
Supplying, fitting and fixing timber beam and bearing beam rectangular in size fitted with M.S. etc supplying spikes etc. as necessary and coal taming two (2) coats with best tar applied hot as directed (Rate inclusive of cost of the required quantity of tar) (B) Using Azar/ Nahar/ Nageswar/ Zarul Timber
Supplying fitting and fixing "U" shaped flat iron strap making 0.5m x0.3m size from 150mm x 12mm size MS flat including providing 10 bolts holes and fitting with 0.35m long 20mm dia MS bolts including fitting tightly with bearing beam, pile and RSJ beams etc. complete as directed.
Labour for fitting and fixing RSJ beam, CI saddle etc. in position including necessary scaffolding. cutting them to required size, drilling holes and supplying and fixing ncessary bolts and nuts. painting two coats complete (Tar-Steel paints to be supplied by the contractor at his own costs) including all lead and lifts from PWD Godown.
Wood work including supplying, fitting and fixing complete with necessary M.S. bolts, nuts, nails, screw etc. and coal tarring two (2) coats with best tar applied hot (Rate is inclusive of the cost of the required quantity of tar.) Using Azar/ Nahar/ Nageswar/ Zarul Wood Undressed in floor planks, collars, bracing, standards, wheel guards, struts and railings, runner belts, rail, posts etc
In track way planks (alternate nailing to be done with decking in a seggragate way.)
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301,5 (1) Private Land
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. Private Land
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material
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