Tender For special Repair To Black Top Road And Cvy Grnd In Transit Facility Area At Adhoc Transit Facility Narian Under Ge 862 Ews
Tender Value
49.21 Lakhs
Estimated cost
Bid Submission
10 Sep 2026
18 days left
EMD
98420
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Rajouri → Jammu and Kashmir
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for special Repair To Black Top Road And Cvy Grnd In Transit Facility Area At Adhoc Transit Facility Narian Under Ge 862 Ews
BOQ
| Sl. No. | Item Description |
| 1 | Scarifying or picking up gravelled macadam or bituminous macadam surfaces area exc. 400 Sqm and depth exc. 50mm but not exc. 100mm deep, complete all as specified & directed. |
| 2 | Material & labour for one layers of 75 mm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required using Granite, trap or basalt and rolled with 8 to 10 tonnes power roller, each layer will be consolidated separately and to required gradient and camber, complete all as specified. |
| 3 | Preparing water bound macadom surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc., applying evenly a priming/ tack coat with bituminous primer using paving bitumen at 10 kg per 10 sq metre of road surface laying Bituminous premix semi-dense asphaltic concrete 40 mm consolidated thickness using paving bitumen VG-10, complete all as specified and directed. |
| 4 | Providing premix bituminous macadam with 4% bitumen binder by weight of total mix laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) (paving bitumen VG-30) by weight of total mix spread, rolled and consolidated with 8 to 12 tonne power roller to required gradient and camber complete all as specified and directed. Note:- (I) In case the binder contents by weight of total mix is less than 4% as per per actual design mix, The prices adjustment shall be made as per average rates of all paid voucher for bitumen pertaining to this work. if the total binder contents as per design mix is more than 4% no prices adjustment shall be made for the same. (II) Job mix formula for bituminous macadam shall be obtained from the institutions specified in CA prior to commencement of work and shall be got approved from the GE.(iii) The Contractor shall submit certificate issued to Hot mix plant that plant is SDAC compliant before incorporating workat site. The Hot Mix plant visit has to be organized by Contractor for approval of GE.(iv) The plant shall be automatic type which must have facility to print the details of composition of material incorporated with all batches of SDAC. |
| 5 | Preparing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and applying evenly a priming/ tack coat with bituminous primer at 05 kg per 10 sq metre using paving bitumen VG-10, complete all as specified and as directed. |
| 6 | Bituminous premix semi-dense asphaltic concrete 30 mm consolidated thickness using paving bitumen VG-30 wiith 5.5% binder content by weight of total mix rolled and compacted to required camber and gradient complete and rolled with 8 to 10 tonne power roller complete all as specified and directed. Note:- (I) In case the binder contents by weight of total mix is less than 5.5% as per per actual design mix, The prices adjustment shall be made as per average rates of all paid voucher for bitumen pertaining to this work. if the total binder contents as per design mix is more than 5.5% no prices adjustment shall be made for the same. (II) Job mix formula for Semi Dense asphaltic concrete shall be obtained from the institutions specified in CA prior to commencement of work and shall be got approved from the GE. (iii) The Contractor shall submit certificate issued to Hot mix plant that plant is SDAC compliant before incorporating workat site. The Hot Mix plant visit has to be organized by Contractor for approval of GE.(iv) The plant shall be automatic type which must have facility to print the details of composition of material incorporated with all batches of SDAC. |
| 7 | All as per item ser no 6 above but 40mm consolidated thickness semi-dense asphaltic concrete, complete all as specified and directed. |
| 8 | M&L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc, and the like not exceeding than 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturer's instruction including cleaning the surface by removing all dirt, dust & all other foreign matters, demarcation at site and traffic control, complete all as specified and directed. |
| 9 | Supply and fixing in repair cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions,complete all as specified and directed. |
| 10 | Supply and fixing in repair metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1, complete all as specified and directed, including nessury excavating in post holes ( or similar holes) each n exc 0.5 cum, getting out any type of soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm. |
| 11 | Surface dressing not exceeding 15 cm deep Hard/dense soil in road side berms including all necessary cutting/ filling and finished to reqd size / shape, complete all as specified and as directed. |
| 12 | M&L for moorum, Red bajri/ shingle as in berms, laid in layers not exceeding 15cm thickness, spread levelled and well rammed / rolled including watering complete all as specified and as directed. |
| 13 | Demolition of cement concrete in ground floors and paving not exceeding 15cm thickness (below or above ground level) un-reinforced, complete all as specified. |
| 14 | PCC 1:4:8 nominal mix, type D-2, using 40 mm graded crushed stone aggregate as sub base, foundations and mass filling, complete all as specified. |
| 15 | 25 mm thick Sand filling under floors including watering, and consolidation, for laying of interlocking tiles complete all as specified. |
| 16 | Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade, fixed with grey cement and no pigment, set and jointed complete all as specified and as directed. |
| 17 | PCC 1:2:4, nominal mix, type B-1, using 20mm graded crushed stone aggregate as in edge of paver block, coping of wall, bed plates and the like including weathering, slightly rounded or chamfered angles and throating including necessary form work, complete all as specified. |
| 18 | Reinforced concrete pipes, class NP 2, laid & jointed complete with collars and including demolition, bore of pipe 300 mm, complete all as specified & directed. Note:- Required excavation should be carried out if neccesary. |
| 19 | Concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested 300mm bore pipe cement concrete 1:3:6 type C2 (40mm graded aggregate), complete all as specified & directed. |
| 20 | Polythene film, 150 micron thick, laid on a coat of bitumen primer, @0.30 to 0.50 kg per sqm, complete all as specified & directed. |
| 21 | Cement concrete work in pavement/hardstanding laid in panels of size as directed of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less including necessary form work at both side of road as required at site and directed by Engr in Charge.NOTE-1. All concrete shall be done by using computrized automatic concrete batching plant of min capacity 8-10 cum/hr which shall be installed by contractor for batching and mixing at site, calibrated and tested or movable SLM ( Self Loading Machine) with prior approval of GE. The batching plant shall confirm to IS 4925 have the facilities of data print out, presenting the quality to be weighng automatic cut off when the same is achieved.2.General sample from fresh concrete shall be taken as per IS-1199 and cubes shall be made curved and tested at 28days in accordance with IS-516.3.IN order to get a relatively quicker idea of the quality of concrete optional tests on beam for modules of rupture at 72(+2h) or at 7 days, or compressive strength test at 7 days may be carried out in addition to 28 days compressive strength test. For this purpose should be arrived at based on actual testing. In all cases, the 28 days compressive strength specified in table 2 shall alone be the criteria for acceptance or rejection of the concrete. |
| 22 | Forming 12mm thick Expansion joints filled with pre-formed bituminious filler and top 30mm primed and sealed with sealing compound Grade ‘A’, thickness of concrete slab 150 mm including providing 20mm dia mild steel dowel bars, (50 cm long , 25cm in each slab) with ferrules, spaced at 300mm centers, including boring formwork and performed fiiller for dowels, complete all as specified & directed. |
| 23 | Forming Construction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound grade ‘A’, complete all as specified & directed. |
| 24 | Supplying and fixing in repair of Retro reflective mandatory/ regulatory sign boards of size 900 mm diameter with support length of 3750 mm and made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type heat activated retro -reflective sheeting conforming to type - IV of ASTM-D-4956-01 and fixing the same with suitabble sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along it theft resistant measures, mounted and fixed with 2 Nos M.S. angle of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angle flats providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours). Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing, specification including stand/pedestal embedded / fixed in to concrete PCC 1:2:4 type B-2 using 40 mm graded stone aggregate having size 45x45x60 cm and necessary earthwork, complete all as specified and directed. |
| 25 | S & F in replacement of Road safety polycarbonate convex mirror of 900 mm dia and including 50 mm dia bore 3 mm thick stainless steel of grade 304 of 1.5 mtr height including stand/pedestal embedded / fixed in to concrete PCC 1:2:4 type B-2 using 40 mm graded stone aggregate having size 45x45x60 cm and necessary earthwork, complete all as specified and directed. |
| 26 | PCC 1:2:4, nominal mix, type B1, using 20 mm graded crushed stone aggregate as in surface channel and drains, including necessary form work, complete all as specified. |
| 27 | Demolition of cement concrete (Unreinforced) of any description and in any position not otherwise specially provided, complete all as specified and directed. |
| 28 | Demolition of brick/stone/boulder masonry built in CM incl all quions, arches all as specified & directed. |
| 29 | Brickwork with subclass 'B' bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:4, complete all as specified and directed. |
| 30 | Rendering 15mm thick in cement mortar (1:4) on fair faces of brick work or concrete surfaces finished even and smooth (without using extra lime or cement), complete all as specified and directed. |
| 31 | Deduct Credit Amount as per Schedule of credit as details given on Srl Page No 20 of tender doucments. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 20, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysSep 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 25 daysTender Documents
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