Tender For Construction Of Roads Under Pradhan Mantri Gram Sadak Yojana Nh L042-T-02 To Kitami And Long Span Bridges:L042 Kitami
Tender Value
37.62 Crore
Estimated cost
Bid Submission
01 Sep 2026
18 days left
EMD
82.78 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Zunheboto → Nagaland
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Construction Of Roads Under Pradhan Mantri Gram Sadak Yojana Nh L042-T-02 To Kitami And Long Span Bridges:L042 Kitami
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (It.no.2.2-II-A) |
| 2 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100m,including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. (It.no.3.5-II |
| 3 | 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. GSB grade I On proposed carriageway and extra widening of Curve portion |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 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 grading 2 as per Technical Specification Clause 405. WBM Grading II On proposed carriageway and extra widening of Curve portion |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 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 grading 2 as per Technical Specification Clause 405. WBM Grading 3 On proposed carriageway and extra widening of Curve portion |
| 6 | 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 Clause 502 |
| 7 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 8 | Providing and Laying of Closed Graded Premix Surfacing (Mixed Seal Surfacing) material of 25 mm thickness by hot mix plant using crushed stone aggegates of 13.2 mm to 0.09 mm (Type B) as per table 500.15 of specification 509 of MoRD, premix with bituminous binder 60/70 grade (S65, VG-30 Bulk) @23.75 kg per 10 sqm area, including cost of materials (excluding seigniorage) and transporting the Hot Mix to work Site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 Tonnes as per MorD specification 509 complete to finished item of work in all respects as directed by Engineer in charge |
| 9 | 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.(It.No.3.14) |
| 10 | Loading & Unloading |
| 11 | Stone Metal(Specific Gravity 2.68) |
| 12 | GSB stone materials (1.27cum/cum) |
| 13 | WBM II stone materials (1.48 cum/cum) |
| 14 | WBM III stone materials (1.48 cum/cum) |
| 15 | MSS stone materials (0.034 cum/sqm) |
| 16 | Bitumen |
| 17 | Prime coat (0.00085t/sqm) |
| 18 | Tack coat (0.000225t/sqm) |
| 19 | MSS (0.0027t/sqm) |
| 20 | Haulage |
| 21 | GSB stone materials (1.27cum/cum) |
| 22 | WBM II Quantity |
| 23 | WBM III Quantity |
| 24 | MSS stone materials (0.034 cum/sqm) |
| 25 | Bitumen |
| 26 | Prime coat (0.00085t/sqm) |
| 27 | Tack coat (0.000225t/sqm) |
| 28 | MSS (0.0027t/sqm) |
| 29 | Road Safety Works |
| 30 | Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 31 | Village/ Junction Name Board |
| 32 | Place Identification |
| 33 | Hazard Markers |
| 34 | Warning Sign |
| 35 | Stop Sign |
| 36 | Chevron Sign |
| 37 | Mandatory |
| 38 | Road Furniture Works |
| 39 | Providing 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 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 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 stove enameled on both sides. Lettering and printing arrows, border 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 with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 Logo Board (As per fig. 5 of Road signage under PMGSY published by the NRRDA on Dec'06) |
| 40 | Reinforced cement concrete M15 grade 5 th kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (It.No.10.10-I). |
| 41 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. |
| 42 | Providing and Fixing Citizens Information Board Providing and fixing of typical Citizens Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 4 nos. steel plate will be welded horizontally with 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The 2 nos. steel plate will be welded vertically to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly welded to vertical tubes. All2 M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloue. 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 Annexure 1700.1 Providing and fixing Citizens Information Board/Maintainance Board |
| 43 | Providing and fixing of typical Logo Board with PMGSY Logo as per MORD specifications and drawing. 1 nos. 1.6mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 1 nos. steel plate will be welded horizontally with 1 nos. 75mm x 75mm 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 1 no steel plate will be welded vertically to 1 no. 75mm x 75mm of 12 |SWG sheet tubes posts duly welded to vertical tubes. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloue. 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 Annexure 1700.1 |
| 44 | Road Drain Works (Trapezoidal Shaped Drain) |
| 45 | Earthwork 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. |
| 46 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specificationClauses 802, 804,805, 806,807, 1202ans1204.PCCgrade M15(NominalMix) (Upto5mHeight), (It No. 12.5-I) |
| 47 | Protection work (estimate attached) |
| 48 | Retaining wall 2m |
| 49 | Breast wall 2m |
| 50 | Cross drain (estimate attached) |
| 51 | 1000 dia H.P. |
| 52 | 750 dia H.P. |
| 53 | Slab Culvert 1.5m |
| 54 | Slab Culvert 3m |
| 55 | Slab Culvert 5m |
| 56 | BRIDGE - Foundation |
| 57 | Earthwork 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. |
| 58 | Providing concrete for plain/reinforced concrete in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. (II) P.C.C grade M 15 Nominal mix (1:2.5:5) |
| 59 | Providing and casting in situ controlled cement concrete M-35 for R.C.C. Footing including necessary formwork, vibrating, curing and finishing complete. |
| 60 | Supplying, fitting and placing FE 500D bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 (FE 500 D) |
| 61 | Providing and fixing TMT dowel bars of minimum 32mm dia. for anchoring by drilling holes in foundation strata including necessary bending, hooking of dowel bars and grouting the holes complete as per detailed drawing and as directed. |
| 62 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 |
| 63 | Substructure |
| 64 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. (1) Abutment (2)Rcc return (R.C.C Grade M-35) |
| 65 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. (1) Abutment Cap (2) Dirt Wall (R.C.C Grade M-35) |
| 66 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. (1) Pedestal (2) Seismic Restrainer (R.C.C Grade M-40) |
| 67 | Supplying, fitting and fixing in position true to line and level Pot-Cum-PTFE bearing conforming to IRC:83, including all accessories as per drawings and technical specification Clause 1207.1 |
| 68 | Supplying, fitting and placing TMT bar reinforcement (Fe 500 D) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 69 | Superstructure |
| 70 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 Slab (RCC Grade M40) |
| 71 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 72 | Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5 |
| 73 | Providing steel R.S.Js/built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications Clause 1205.6 (Incl. Loading+ Unloading, Haulage) |
| 74 | FIXED ITEMS/ MISCELLANNEOUS |
| 75 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications. |
| 76 | Providing fitting and fixing mild steel railing complete as per drawing and technical specifications clause 1208.2 |
| 77 | P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications |
| 78 | Drainage spouts complete as per drawing and technical specifications. |
| 79 | Reinforced Cement Concrete M 30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications. |
| 80 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications. (FE 500 D) |
| 81 | Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification. |
| 82 | Providing and filling sand behind abutments and between returns in layers as directed |
| 83 | Providing and laying filter media 600 mm Thick as directed at the back of abutments return and wing wall as per detailed specification |
| 84 | Providing 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 |
| 85 | Carrying out Bridge Load Test As per IRC SP 51 -2015 at desired location with Instruments assembled such as, Dial Gauge, Strain Gauges & Digital Thermometer. The use of commercial Vehicles as per IRC: SP: 37 shall be used for Load Testing. (As per IRC SP 51, the percentage recovery is calculated for bridge after removal of load for 24 hours. The data of temperature correction, total deflection and total recovery is determined) (30 meter single span bridge) |
| 86 | Protection Work |
| 87 | Providing and constructing Random Rubble Masonry Retaining Wall for slope and edge protection at the designated bridge location, of average height 4 Meter overall , built in Cement Mortar 1:4 (1 cement : 4 coarse sand). Item includes clearing the site, raw earthwork excavation in all types of soils for foundations up to the required depth, providing a 150mm thick Cement Concrete M10 (1:3:6) base footing, profile alignment, providing 100mm diameter PVC weep-holes spaced at 1m horizontally and vertically in staggered rows, and laying targeted filter media / non-woven geotextile fabric behind the wall backfill as per approved design drawings. Execution and material quality shall strictly conform to Section 1300 / Clause 1302 of MoRD Specifications for Rural Road. |
| 88 | Approach Road |
| 89 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (It.no.2.2-II-A) [App. Length = 160 mt] |
| 90 | 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 (It.No.3.4) [As per Separate Sheet] |
| 91 | Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 (Item No. 10.3.A.1 & 10.2.A.1) [Hazard Markers] |
| 92 | Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 (Item No. 10.3.A.1 & 10.2.A.1) [Warning Sign] |
| 93 | Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 (Item No. 10.3.A.1 & 10.2.A.1) [Stop Sign] |
| 94 | Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 (Item No. 10.3.A.1 & 10.2.A.1) [Chevron Sign] Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysSep 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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