Tender For Macadamization/Black Topping Of College Approach Road At Gdc Dangiwcha, Rafiabad, Baramulla
Tender Value
37.92 Lakhs
Estimated cost
Bid Submission
12 Aug 2026
10 days left
EMD
75840
Bank guarantee accepted
Document Fee
1100
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Baramulla → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Macadamization/Black Topping Of College Approach Road At Gdc Dangiwcha, Rafiabad, Baramulla
BOQ
| Sl. No. | Item Description |
| 1 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil. |
| 2 | Supply and filling of Nallah muck / GSB / RBM / Quarry Muck incl. spreading, ramming, watering and consolidation with 8-10 tonne capacity Road roller to the required gradient and camber incl. carriages from source to site of work complete. |
| 3 | Supplying, stacking , laying , spreading and compacting of Graded stone agg. of (63mm to 45mm size) WBM GII in uniform thickness including rolling with PRR 8-10 Tone capacity in stages to proper grade and camber applying and brooming requisite type of stone screening 13.2mm size and binding material to fill up the interstics of coarse agg. watering compacting to required density (finished work shall be paid) with all leads, lifts and carriages as involved upto site of work complete job. |
| 4 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge |
| 5 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. With medium setting bitumen emulsion 16.39.2.1 On W.B.M. /W.M.M. @ 0.4 Kg/sqm |
| 6 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 7 | Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 8 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete |
| 9 | Supply and filling of Khakbajri incl. stacking, spreading, watering and consolidating with road roller. Inclusive of all carriages. Complete Job. |
| 10 | Retaining Wall / Edge Block/Kerb StonesEarth work in excavation by mechanical means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:All kinds of soil |
| 11 | Providing & Laying Hand Packed Dry stone soling incl. ramming, watering etc. incl Carriage complete |
| 12 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 13 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:2:4 cement concrete mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form work. |
| 15 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in- charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).incl all carriage complete. |
| 16 | Providing and laying in position PVC Pipes 75 mm dia. for Weep Holes. Complete job |
| 17 | Supply / Filling nallah boulders / nallah muck with hand packing / ramming behind R-wall including all carriages. Complete job |
| 18 | Carriage of materials by Mechanical TransportSand |
| 19 | Aggregates |
| 20 | Cross Drainage worksProviding and laying of RCC Spun pipes including trench excavation, dressing ramming, laying nallah muck / boulders underneath the pipes and providing nallah muck / G.S.B/sand cushion of specified thickness as directed by the officer In-Charge. Inclusive of all carriages, consolidation, watering etc complete.600 mm Ø |
| 21 | 450 mm Ø |
| 22 | Road FurnitureProviding and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysAug 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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