Road Transport and Highways Government Departments Closing in 8 days TDR #57880535

Tender For Balance Work Estimate For (I) Construction Of Road From Golaganj Soulmari Pwd Road To Medha Ram Rays House (Ch. 0.00 To 500.00 M), (Ii) Construction Of Road From Kadamtala To Near Gaikhowa Panchayat Office (Ch. 0.00 To 700.00 M), (Iii) Con

Issued by Government Departments · Dhubri, Assam
Tender Value
1.45 Crore
Estimated cost
Bid Submission
15 Oct 2026
8 days left
EMD
2.90 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Dhubri → Assam
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Balance Work Estimate For (I) Construction Of Road From Golaganj Soulmari Pwd Road To Medha Ram Rays House (Ch. 0.00 To 500.00 M), (Ii) Construction Of Road From Kadamtala To Near Gaikhowa Panchayat Office (Ch. 0.00 To 700.00 M), (Iii) Construction Of Road From Chitarai Nagar Road To Near Bidhu Bhusan Sarkar House (Ch. 0.00 To 170.00 Km), (Iv) Construction Of Road From G.K. Pwd Road To Railway Culvert Near Railway Station To Railway Station (Ch. 0.00 To 125.00 M), (V) Construction Of Road From Nh-31 To Near Hanif Alis House (Ch. 0.00 To 500.00 M), (Vi) Construction Of Road From Parbati Rays House To Near Satyen Adhikarys House (Ch. 0.00 To 160.00), (Vii) Construction Of Road From Tokrerchara Pmgsy Road To Rajhua Kabrasthan (Ch. 0.00 To 225.00 M), (Viii) Construction Of Road From Gk Road To A Alim Sarkars House (Ch. 0.00 To 77.00 M), (Ix) Construction Of Road From Tokrerchara Pmgsy Road To Jahan Uddin Mandal Honswe (Ch. 0.00 To 77.00 M), (X) Construction Of Road From Old Nh To Golaganj Circle Office (Ch. 0.00 To 121.00 M) Under Mukhya Mantri Nagariya Pakipath construction Achani (Mmnppna) For The Year 2023-24, Golukganj Mb, Package No: Mmnppna_23_24_194

BOQ

Name of Work:- Balance Work Estimate for (i) Construction of Road from Golaganj Soulmari PWD Road to Medha Ram Rays House (Ch. 0.00 to 500.00 m), (ii) Construction of Road from Kadamtala to near Gaikhowa Panchayat office (Ch. 0.00 to 700.00 m), (iii) Construction of Road from Chitarai Nagar Road to near Bidhu Bhusan Sarkar House (Ch. 0.00 to 170.00 km), (iv) Construction of Road from G.K. PWD Road to Railway culvert near railway station to Railway Station (Ch. 0.00 to 125.00 m), (v) Construction of Road from NH-31 to Near Hanif Alis House (Ch. 0.00 to 500.00 m), (vi) Construction of road from Parbati Rays House to near Satyen Adhikarys house (Ch. 0.00 to 160.00), (vii) Construction of road from Tokrerchara PMGSY Road to Rajhua Kabrasthan (Ch. 0.00 to 225.00 m), (viii) Construction of road from GK Road to A Alim Sarkars House (Ch. 0.00 to 77.00 m), (ix) Construction of road from Tokrerchara PMGSY Road to Jahan Uddin Mandal Honswe (Ch. 0.00 to 77.00 m), (x) Construction of road from Old NH to Golaganj Circle Office (Ch. 0.00 to 121.00 m) under Mukhya Mantri Nagariya Pakipath Nirman Achani (MMNPPNA) for the year 2023-24, Golukganj MB, Package No: MMNPPNA_23_24_194
Sl. No. Item Description
1Road Works
2(i)Construction of Road from Golaganj Soulmari PWD Road to Medha Ram Ray's House (Ch.0.00 to 500.00 m):Construction of Sub grade and earthen shoulders with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000m as per Technical Specification Clause 300.1(I) Private land.
3Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kNstatic roller in stages to proper grade and camber,applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (A) By Manual Means.
4Providing and laying interlocking concrete Block Pavement (M-40) having thickness 80mm as per technical specification clause 1504 complete (inclusive Edge restrains and carriage)
5Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 (ii) 600mm equilateral triangle
6Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 (ii) 600mm circular
7Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 800mm x 600 mm rectangular
8Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kNstatic roller in stages to proper grade and camber,applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (A) By Manual Means.
9Providing and laying interlocking concrete Block Pavement (M-40) having thickness 80mm as per technical specification clause 1504 complete (inclusive Edge restrains and carriage)
10Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 (ii) 600mm equilateral triangle
11Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 (ii) 600mm circular
12Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 800mm x 600 mm rectangular
13(iii) Construction of Road from Chitarai Nagar Road to near Bidhu Bhusan Sarkar House (ch. 0.00 to 170.00km): 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 p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5(i) Private Land
14Construction of Sub grade and earthen shoulders with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000m as per Technical Specification Clause 300.1(I) Private land.
15Construction 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..
16Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kNstatic roller in stages to proper grade and camber,applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (A) By Manual Means.
17Providing and laying interlocking concrete Block Pavement (M-40) having thickness 80mm as per technical specification clause 1504 complete (inclusive Edge restrains and carriage)
18Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 (ii) 600mm equilateral triangle
19Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 (ii) 600mm circular
20Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 800mm x 600 mm rectangular
21Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded 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 stoveenameled on both sides. Lettering and printing arrows, border etc. will bepainted 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 with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure1700.1
22(iv) Construction of Road from G.K. PWD Road to Railway culvert near railway station Station (ch. 0.00 to 125.00 m): Construction of Sub grade and earthen shoulders with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000m as per Technical Specification Clause 300.1(I) Private land.
23Construction 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..
24Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kNstatic roller in stages to proper grade and camber,applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (A) By Manual Means.
25Providing and laying interlocking concrete Block Pavement (M-40) having thickness 80mm as per technical specification clause 1504 complete (inclusive Edge restrains and carriage)
26Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 (ii) 600mm equilateral triangle
27Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 (ii) 600mm circular
28Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 800mm x 600 mm rectangular
29Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded 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 stoveenameled on both sides. Lettering and printing arrows, border etc. will bepainted 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 with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure1700.1
30Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
31Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9I. Sand filling
32PCC M10(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109
33Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203B. With natural gravelI. P.C.C grade M 10(i) Nominal mix 1:3:6
34Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
35Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
36Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8A. Sandy material
37(v) Construction of Road from NH31 to Near Hanif Ali's House(ch. 0.00 to 500.00 m) :Construction of Sub grade and earthen shoulders with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000m as per Technical Specification Clause 300.1(I) Private land.
38Construction 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..
39Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kNstatic roller in stages to proper grade and camber,applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (A) By Manual Means.
40Providing and laying interlocking concrete Block Pavement (M-40) having thickness 80mm as per technical specification clause 1504 complete (inclusive Edge restrains and carriage)
41Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 (ii) 600mm equilateral triangle
42Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 (ii) 600mm circular
43Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 800mm x 600 mm rectangular
44Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.
45Utility Shifting
46Providing close bamboo toe walling consisting of 65mm to 75mm dia bamboos of length ranging from 1.2 m to 3m driven at 150 mm centre to centre and provided with three horizontal split bamboo runner fixed with nails. All bamboos to be duly protected by coal tar painting.
47Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
48RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed. 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.
49(vi) Construction of road from Parbati Ray's House to near Satyen Adhikary's house (ch. 0.00 to 160.00) :Construction of Sub grade and earthen shoulders with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000m as per Technical Specification Clause 300.1(I) Private land.
50Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kNstatic roller in stages to proper grade and camber,applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (A) By Manual Means.
51Providing and laying interlocking concrete Block Pavement (M-40) having thickness 80mm as per technical specification clause 1504 complete (inclusive Edge restrains and carriage)
52Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 (ii) 600mm equilateral triangle
53Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 (ii) 600mm circular
54Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 800mm x 600 mm rectangular
55Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded 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 stoveenameled on both sides. Lettering and printing arrows, border etc. will bepainted 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 with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure1700.1
56(vii) Construction of road from Tokrerchara PMGSY Road to Rajhua Kabarsthan (ch. 0.00 to 225.00 m) :Construction of Sub grade and earthen shoulders with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000m as per Technical Specification Clause 300.1(I) Private land.
57Construction 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..
58Construction of un reinforced, dowel jointed at expansion and construction joint only,plain cement concrete pavement, thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M30 grade ,coarse and fine aggregrette conforming to is:383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thickpolythene film,wedges,steel plates including levelling the formwork as per drawing) spreading the concrete with shovels,rakes,compacted using needle, screed and plate vibrator and finished in continuous operation including provision of contraction and expansion,construction joints,applying debonding strips,primer,sealant, dowelbars,near approaches to bridge/culverts and construction joints,admixture as approved,curingof concrete slabs for 14 days.
59Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 (ii) 600mm equilateral triangle
60Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 (ii) 600mm circular
61Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801,800mm x 600 mm rectangular
62Single bamboo palasiding / walling of whole 2nd class bamboo (Jati or Bethua) 75mm dia and closely packed & driven including fitting fixing withhalf bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing brush wood as per drawing and technical specifications Clause 1302.5
63Supplying and laying cement bag filled with sand (including Forest royalty and Sale Tax) including stitching the mouth, laying fixing on position as directed complete with supplying bags and sutulies etc.
64Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded 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 stoveenameled on both sides. Lettering and printing arrows, border etc. will bepainted 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 with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure1700.1
65(viii) Construction of road from GK Road to A Alim Sarkar's House (ch. 0.00 to 77.00 m):Construction of Sub grade and earthen shoulders with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000m as per Technical Specification Clause 300.1(I) Private land.
66Construction 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..
67Construction of un reinforced, dowel jointed at expansion and construction joint only,plain cement concrete pavement, thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M30 grade ,coarse and fine aggregrette conforming to is:383,maximum size of coarseaggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thickpolythene film,wedges,steel plates including levelling the formwork as perdrawing) spreading the concrete with shovels,rakes,compacted usingneedle,screed and plate vibrator and finished in continuous operation including provision of contraction and expansion,construction joints,applying debonding strips,primer,sealant, dowelbars,near approaches to bridge/culverts and construction joints,admixture as approved,curingof concrete slabs for 14 days.
68Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 (ii) 600mm equilateral triangle
69Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 (ii) 600mm circular
70Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 800mm x 600 mm rectangular
71Single bamboo palasiding / walling of whole 2nd class bamboo (Jati orBethua) 75mm dia and closely packed & driven including fitting fixing withhalf bamboo kamis horizontally in three rows with cane or tying with wirecomplete and struts 1.5 m apart longitudinally and providing brush wood as per drawing and technical specifications Clause 1302.5
72Supplying and laying cement bag filled with sand (including Forest royalty and Sale Tax) including stitching the mouth, laying fixing on position as directed complete with supplying bags and sutulies etc.
73Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded 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 stoveenameled on both sides. Lettering and printing arrows, border etc. will bepainted 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 with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure1700.1
74(ix) Construction of road from Tokrerchara PMGSY Road to Jahan Uddin Mandal Honswe (ch. 0.00 to 77.00 m):Construction of Sub grade and earthen shoulders with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000m as per Technical Specification Clause 300.1(I) Private land.
75Construction 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..
76Construction of un reinforced, dowel jointed at expansion and construction joint only,plain cement concrete pavement, thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M30 grade ,coarse and fine aggregrette conforming to is:383,maximum size of coarseaggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thickpolythene film,wedges,steel plates including levelling the formwork as perdrawing) spreading the concrete with shovels,rakes,compacted usingneedle,screed and plate vibrator and finished in continuous operation including provision of contraction and expansion,construction joints,applying debonding strips,primer,sealant, dowelbars,near approaches to bridge/culverts and construction joints,admixture as approved,curingof concrete slabs for 14 days.
77Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 (ii) 600mm equilateral triangle
78Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 (ii) 600mm circular
79Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 800mm x 600 mm rectangular
80Single bamboo palasiding / walling of whole 2nd class bamboo (Jati orBethua) 75mm dia and closely packed & driven including fitting fixing withhalf bamboo kamis horizontally in three rows with cane or tying with wirecomplete and struts 1.5 m apart longitudinally and providing brush wood as per drawing and technical specifications Clause 1302.5
81Supplying and laying cement bag filled with sand (including Forest royalty and Sale Tax) including stitching the mouth, laying fixing on position as directed complete with supplying bags and sutulies etc.
82Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded 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 stoveenameled on both sides. Lettering and printing arrows, border etc. will bepainted 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 with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure1700.1
83(x) Construction of road from Old NH to Golaganj Circle Office(ch. 0.00 to 121.00 m):Construction of Sub grade and earthen shoulders with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000m as per Technical Specification Clause 300.1(I) Private land.
84Construction 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..
85Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kNstatic roller in stages to proper grade and camber,applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (A) By Manual Means.
86Providing and laying interlocking concrete Block Pavement (M-40) having thickness 80mm as per technical specification clause 1504 complete (inclusive Edge restrains and carriage)
87Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 (ii) 600mm equilateral triangle
88Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 (ii) 600mm circular
89Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 800mm x 600 mm rectangular Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57880535
AUTHORITY Government Departments
TENDER VALUE 1.45 Crore
LAST DATE 15-10-2026
Authority
Authority Name Public Works Roads Department
Work Description Tender for Balance Work Estimate For (I) Construction Of Road From Golaganj Soulmari Pwd Road To Medha Ram Rays House (Ch. 0.00 To 500.00 M), (Ii) Construction Of Road From Kadamtala To Near Gaikhowa Panchayat Office (Ch. 0.00 To 700.00 M), (Iii) Construction Of Road From Chitarai Nagar Road To Near Bidhu Bhusan Sarkar House (Ch. 0.00 To 170.00 Km), (Iv) Construction Of Road From G.K. Pwd Road To Railway Culvert Near Railway Station To Railway Station (Ch. 0.00 To 125.00 M), (V) Construction Of Road From Nh-31 To Near Hanif Alis House (Ch. 0.00 To 500.00 M), (Vi) Construction Of Road From Parbati Rays House To Near Satyen Adhikarys House (Ch. 0.00 To 160.00), (Vii) Construction Of Road From Tokrerchara Pmgsy Road To Rajhua Kabrasthan (Ch. 0.00 To 225.00 M), (Viii) Construction Of Road From Gk Road To A Alim Sarkars House (Ch. 0.00 To 77.00 M), (Ix) Construction Of Road From Tokrerchara Pmgsy Road To Jahan Uddin Mandal Honswe (Ch. 0.00 To 77.00 M), (X) Construction Of Road From Old Nh To Golaganj Circle Office (Ch. 0.00 To 121.00 M) Under Mukhya Mantri Nagariya Pakipath construction Achani (Mmnppna) For The Year 2023-24, Golukganj Mb, Package No: Mmnppna_23_24_194
Basic Detail
Tender No DRRD/TB/NIT/COM/2018-19/482
Bidding Type Tender
Location
City Dhubri
State Assam
Key Dates
Publish Date 06 Oct 2026
Submission Date 15 Oct 2026
Open Date 16 Oct 2026
Finance
Tender Value 1.45 Crore
Tender Fee 5000
EMD 2.90 Lakhs
Exemption Available
Document List
4d815a54-f89d-4c86-bb74-ebce43b6ced6.html
BOQ_85239.xls
Tendernotice_1.pdf

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Tender Timeline

Oct 06, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 15, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 8 days
Oct 16, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 9 days

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4d815a54-f89d-4c86-bb74-ebce43b6ced6.html

xls

BOQ_85239.xls

pdf

Tendernotice_1.pdf

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