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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹100.0 LAccepted-AOC BARLAWGAON P O KALIAGAON DIST CHIRANG BTR ASSAM | ₹100.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹100.0 LRejected-Finance NAMALPUR CITY TOWN CHIRANG P O P S CHIRANG DISTRICT CHIRANG PIN 783373 | CHIRANG | ASSAM | 783373 | ₹100.0 L | L2 | Rejected-Finance L2 |
| 3 | L3₹1.1 CrRejected-Finance ASSAM AS | KAMRUP | ASSAM | 781030 | ₹1.1 Cr | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | chakrasing Muchahary L1 | Jamidar Narzary L3 | TAMESWAR BASUMATARY L2 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing
Clearing and grubbing of road land including up rooting wild vegetation, grass, bushes, shurbs, saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unserviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. (a) In area of non thormy jungle | 0.72 | Hect. | 55,000 ₹39,600 | 50,000 ₹36,000 | 55,000 ₹39,600 |
| 2.00 | Construction of Embankment with material obtained from borrow pits,
Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m. Transporting to site spreading, grading to required slope and compacting to meet required of tables 300.1 and 300.2 with a lead upto 1000m. as per technical specification clause.
(a) Private Land | 3,481.7 | Cum | 280 ₹9.7 L | 260 ₹9.1 L | 280 ₹9.7 L |
| 3.00 | Construction of sub-grade and earthen shoulders Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet required of table 300.2 with lead upto 1000m as per technical specification clause.
(i) Private land | 2,097.12 | Cum | 320 ₹6.7 L | 330 ₹6.9 L | 320 ₹6.7 L |
| 4.00 | (A) By mx in place Method-Construction of granular sub-base by providing well graded material, spreeding in uniform layers with by tractor with grading attachment 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.
GSB Gr-II | 675 | Cum | 2,000 ₹13.5 L | 2,250 ₹15.2 L | 2,000 ₹13.5 L |
| 5.00 | Water Bound Macadam
Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause.
3) Grading-III (A) By Manual Means | 337.5 | Cum | 4,000 ₹13.5 L | 4,520 ₹15.3 L | 4,100 ₹13.8 L |
| 6.00 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 (inclusive of Edge restrain and carriage).
(i) Including Edge Block/Edge Restraints | 4,500 | Sqm | 1,167 ₹52.5 L | 1,300 ₹58.5 L | 1,155.2 ₹52.0 L |
| 7.00 | Providing and fixing retro reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5mm thick supported on a mild steel iron post 75mm x 75mm x 6mm firmly to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx450mmx600mm, 600mm below level as per drawing and technical specification clause 801.
ii) 600mm circular | 2 | Each | 3,000 ₹6,000 | 3,000 ₹6,000 | 3,000 ₹6,000 |
| 8.00 | iv) 800mm x 600mm rectangle | 2 | Each | 3,000 ₹6,000 | 3,000 ₹6,000 | 3,000 ₹6,000 |
| 9.00 | Providing and fixing of road stud 100x100mm dia cast in aluminium, resistant to corrosive effect of salt and gift fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30mm upto a depth of 600mm and bedded in a suitable bituminous grout or epoxy mortar all as per BS:873 (Part 4) 1973. (As per Detail estimate) | 480 | Nos | 550 ₹2.6 L | 600 ₹2.9 L | 600 ₹2.9 L |
| 10.00 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specification and drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, borders etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 | 1 | Each | 17,895.6 ₹17,895.60 | 26,357 ₹26,357 | 15,000 ₹15,000 |
Tender Value
₹100.0 L
EMD Value
₹2.0 L
Closing Date
12 Jan 2026, 1:00 pmClosed
S.E. PWD (R and B) Circle, Kokrajhar
O/o S.E. PWD (R and B) Circle, Kokrajhar
Construction of road from Gohekhanda Library to Khatalpara Post Office of Gohekhanda under Dakhin Howly VCDC under CMs Goodwill Mission Project (RIDF XXXI) in Baksa District for the year 2025-26.
2025_BoTC_49506_1
TECH-28/SE(RB)/2019-20/2
Open Tender
Civil Works – Roads
180 days
Baksa
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,000
₹2.0 L
Yes
8 May 2026
20 Dec 2025
12 Jan 2026
20 Dec 2025
12 Jan 2026
20 Dec 2025
20 Dec 2025 - 12 Jan 2026
Clearing and Grubbing Clearing and grubbing of road land including up rooting wild vegetation, grass, bushes, shurbs, saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unserviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. (a) In area of non thormy jungle
Construction of Embankment with material obtained from borrow pits, Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m. Transporting to site spreading, grading to required slope and compacting to meet required of tables 300.1 and 300.2 with a lead upto 1000m. as per technical specification clause. (a) Private Land
Construction of sub-grade and earthen shoulders Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet required of table 300.2 with lead upto 1000m as per technical specification clause. (i) Private land
(A) By mx in place Method-Construction of granular sub-base by providing well graded material, spreeding in uniform layers with by tractor with grading attachment 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. GSB Gr-II
Water Bound Macadam Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause. 3) Grading-III (A) By Manual Means
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 (inclusive of Edge restrain and carriage). (i) Including Edge Block/Edge Restraints
Providing and fixing retro reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5mm thick supported on a mild steel iron post 75mm x 75mm x 6mm firmly to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx450mmx600mm, 600mm below level as per drawing and technical specification clause 801. ii) 600mm circular
iv) 800mm x 600mm rectangle
Providing and fixing of road stud 100x100mm dia cast in aluminium, resistant to corrosive effect of salt and gift fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30mm upto a depth of 600mm and bedded in a suitable bituminous grout or epoxy mortar all as per BS:873 (Part 4) 1973. (As per Detail estimate)
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specification and drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, borders etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1
Planting of Trees and their Maintenance for one Year Planting of trees by the road side (Avenue trees) in 0.60m dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year.
Providing High quality PVC Color: Bright yellow and black segments speed Breaker.
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