Tender For Consrtuction Of 2 Lane From Km.23.00 To 24.00=2.00 Km Of Chintalnar To Maraiguda Road Under L.W.E.Scheme (Balance Work)
Tender Value
1.37 Crore
Estimated cost
Bid Submission
16 Nov 2026
18 days left
EMD
1.05 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sukma → Chhattisgarh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Consrtuction Of 2 Lane From Km.23.00 To 24.00=2.00 Km Of Chintalnar To Maraiguda Road Under L.W.E.Scheme (Balance Work)
BOQ
| Sl. No. | Item Description |
| 1 | 4.1 Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 (A) Plant mix method (with Mechanically crushed stone only)ii Grading-III MaterialAT RD- 23.00 TO 24.00 Km. |
| 2 | 4.8 Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause-404.) Grading- II (i) Using Screening Crushable type such as Moorum or Gravel |
| 3 | Grading- III (i) Using Screening Crushable type such as Moorum or Gravel |
| 4 | 5.1 Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502. (i) on WBM/WMM surface @0.85 Kg/sqm. |
| 5 | 5.12 Surface Dressing (Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller)(ii) 13 mm nominal size chipping |
| 6 | 5.3Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. (ii) Granular surfaces treated with primes @ 0.30 kg /Sqm |
| 7 | 5.13 Open-Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades as per clause 510) |
| 8 | 5.21 Seal Coat Type-B (By manual means) (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type-B seal coat using crushed stone chipping passing through 2.36mm size sieve, using bitumen / cationic emulsion as binder. Work shall be executed as per clause 511 except laying by manual means instead of mechanical mixing and laying.) |
| 9 | 4.14 Construction of Shoulders (Construction of shoulders as per clause 407 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively , inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing 4% camber ,compacting. watering rolling and royalty charges etc. complete. |
| 10 | 9.12 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications |
| 11 | 9.13 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 12 | 4.17 Providing and fixing guard stones 200 x 200 x 900 mm made of precast RCC M-20 grade fixed at 300 mm into the ground in P.C.C. 1:3:6 blocks of size 400 x 400 x 400 mm and given two coats of paint with white and black bands including excavation. |
| 13 | 8.14 Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (ii) Ordinary Kilometer stone (Precast) |
| 14 | (iii) Hectometer stone (Precast) |
| 15 | 8.13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes.) |
| 16 | 8.41 Providing and fixing concrete sign boards resting on ground precast/ cast-in-situ in PCC M20 grade with surface reinforcement of 8 mm dia bars @ 155 mm c/c over 300 mm thick PCC M15 grade foundation concrete with 50mm offset all round as per drawing i/c cost of excavation, plastering with CM 1:3 & finishing with neat slurry cement, painting two or more coats to give an even shade and figuring as directed by Engineer-in-charge. (i) Type A : Village boards (600 mm long, 300 mm wide at bottom & 100 mm wide at top, and height 600 mm above 500 mm thick block of size 700 x 400 x 500 mm with both faces inclined ) |
| 17 | (ii) Type B : Destination boards (700 mm long, 300 mm wide at bottom & 100 mm wide at top, and height 800 mm above 500 mm thick block of size 800 x 400 x 500 mm with one face vertical ) |
| 18 | (iii) Type C : Cautionary boards (500 x 500 x 500 mm at bottom & 500 x (500 + 100)/2 x 500 mm at top over 300 mm thick block of size 500 x 500 x 300 mm with one face vertical ) |
| 19 | 8.24 Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting) |
| 20 | 2.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) |
| 21 | Ordinary rock (Not required blasting) |
| 22 | Add extra 20% @ above item dewatering |
| 23 | 3. 6 Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200(i) P.C.C. Grade M-15 |
| 24 | 4.1 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700B RCC Grade M25I For Solid Slab Super Structure (a) Using Concrete Mixer(i) Height upto 5m |
| 25 | 4.2 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 26 | 4.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 27 | 4.26 Providing & filling 37/40 mm. wide expansion joint between spans in wearing coat with premoulded joint filler, primer coat and joint sealing compound as per MOST standard drawing No. BD/1-69 'B' and specifications as per section 2600 in:-(i) R.C.C. 75 mm deep wearing coat |
| 28 | 3.11 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200 |
| 29 | 3.10 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200 |
| 30 | 3.9 Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications section 2706 and 2200 |
| 31 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsA Using concrete mixer(i) PCC Grade M15 |
| 32 | Filler jointC Providing and fixing in position 20 mm thick premoulded joint filler ( 12 m long x 30 cm deep ) in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. |
| 33 | 4.11 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 26, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysNov 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
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