Tender For Repair Of Certain Roads Of Restricted And Un-Restricted Area Of Cqa (W) Of Dgqa Units, Ofv, Ofk, Gcf, Navy, Sqae, Lpr And Repairs To Road, Path And Culvert In The Area Of Age B/R-I Under Ge (P) Jabalpur
Tender Value
91.25 Lakhs
Estimated cost
Bid Submission
10 Oct 2026
7 days left
EMD
1.62 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jabalpur → Madhya Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair Of Certain Roads Of Restricted And Un-Restricted Area Of Cqa (W) Of Dgqa Units, Ofv, Ofk, Gcf, Navy, Sqae, Lpr And Repairs To Road, Path And Culvert In The Area Of Age B/R-I Under Ge (P) Jabalpur
BOQ
| Sl. No. | Item Description |
| 1 | Restricted Area |
| 2 | M&L for preparing of surfaced black top surfaces by air compresser / brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt/dust etc and other dleterious materials complete all as specified and as directed. |
| 3 | Applying evenly a priming/ tack coat with bituminous primer using paving bitumen grade VG-30 @ 10 kg per 10 sq metres using mechanical sprayer complete all as specified and as directed. |
| 4 | Applying evenly a priming/ tack coat with bituminous primer using paving bitumen grade VG-30 @ 5 kg per 10 sq metres using mechanical sprayer complete all as specified and as directed. |
| 5 | M&L for laying bituminous premix semi dense asphaltic concrete 30 mm consolidated thickness with 5.5% binder content by weight of total mix, grade VG-30, using asphalt mechanical mixer plant & laid with sensor paver, rolled and compacted with 8 to 10 Ton power road roller to reqd level gradient, camber and super elevation.complete all as specified and as directed.Notes:- (i) Bituminous premixed asphaltic semi dense concrete shall be prepared in hot mix plant only.(ii) Bituminous premixed asphaltic semi dense concrete shall be laid with sensor paver only.(iii) Binder content shall be tested at site as directed by Engr-in-Charge. |
| 6 | M&L for premixed bituminous macadam for consolidated thickness upto 75mm or less with using 19 mm graded (Grading 2) stone aggregate with minimum 4.0% binder content using paving bitumen VG-30 by weight of total mix, rolled and compacted to required camber and gradient using 8 to 12 tonne tandem vibratory roller complete all as specified and directed.Notes:- (i) Premixed bituminous macadam shall be prepared in hot mix plant only.(ii) Premixed bituminous macadam shall be laid with sensor paver only.(iii) Binder content shall be tested at site as directed by Engr-in-Charge. |
| 7 | M&L for preparation of existing bituminous road surfaces by removing dust, dirt grease and other foreign matters etc and after prepration of road surfaces, applying road marking having minimum 2.5 mm average thickness with & including thermo plastic (Reflective) line marker paint/ compound of uniform surface finish conforming to BS 3262 (Part-I) 1989 read in conjunction with the MORTH specification 803 clause 4.2.2 on bituminous surfaces in white/ yellow colour and super imposed with glass beads conforming to BS 6088 read in conjuction with the MOST specification 803 clause 4.3.3 complete all as specified and directed.Make of Road Marker Paint/ Compound:- Asian or Thermoline as approved by GE.Notes:- (i) MORTH specification 803 shall be followed strictly for execution of work & suitable machine shall be used for the marking as approved by GE.(ii) Shape, size & pattern of marking shall be as approved by GE. |
| 8 | 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. |
| 9 | M&LSurface dressing, renewal coat, by spraying evenly paving bitumen at 12 kg per 10 sq metres, blinding with 10 mm stone chipping and course sand with ratio of (70:30) @ 0.10 cum per 10 sq metres and rolling to required gradient and camber complete all as specified and directed |
| 10 | Un-Restricted Area |
| 11 | Repairs to pot holes any depth, not exc 1 Sqm each including sweeping free from dust and mud or water, scoring sunken surface in roads, paths etc cutting around edges to least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) and making good by applying tack coat @ 5 kg per 10 sq m, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sq m, blinded with 0.09 cu m of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings). depth of potholes exc 30 mmcomplete all as specified and directed. |
| 12 | M&L for preparing of surfaced black top surfaces by air compresser / brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt/dust etc and other dleterious materials complete all as specified and as directed. |
| 13 | Applying evenly a priming/ tack coat with bituminous primer using paving bitumen grade VG-30 @ 10 kg per 10 sq metres using mechanical sprayer complete all as specified and as directed. |
| 14 | Applying evenly a priming/ tack coat with bituminous primer using paving bitumen grade VG-30 @ 5 kg per 10 sq metres using mechanical sprayer complete all as specified and as directed. |
| 15 | M&L for laying bituminous premix semi dense asphaltic concrete 30 mm consolidated thickness with 5.5% binder content by weight of total mix, grade VG-30, using asphalt mechanical mixer plant & laid with sensor paver, rolled and compacted with 8 to 10 Ton power road roller to reqd level gradient, camber and super elevation.complete all as specified and as directed.Notes:- (i) Bituminous premixed asphaltic semi dense concrete shall be prepared in hot mix plant only.(ii) Bituminous premixed asphaltic semi dense concrete shall be laid with sensor paver only.(iii) Binder content shall be tested at site as directed by Engr-in-Charge. |
| 16 | M&L for premixed bituminous macadam for consolidated thickness upto 75mm or less with using 19 mm graded (Grading 2) stone aggregate with minimum 4.0% binder content using paving bitumen VG-30 by weight of total mix, rolled and compacted to required camber and gradient using 8 to 12 tonne tandem vibratory roller complete all as specified and directed.Notes:- (i) Premixed bituminous macadam shall be prepared in hot mix plant only.(ii) Premixed bituminous macadam shall be laid with sensor paver only.(iii) Binder content shall be tested at site as directed by Engr-in-Charge. |
| 17 | M&L for preparation of existing bituminous road surfaces by removing dust, dirt grease and other foreign matters etc and after prepration of road surfaces, applying road marking having minimum 2.5 mm average thickness with & including thermo plastic (Reflective) line marker paint/ compound of uniform surface finish conforming to BS 3262 (Part-I) 1989 read in conjunction with the MORTH specification 803 clause 4.2.2 on bituminous surfaces in white/ yellow colour and super imposed with glass beads conforming to BS 6088 read in conjuction with the MOST specification 803 clause 4.3.3 complete all as specified and directed.Make of Road Marker Paint/ Compound:- Asian or Thermoline as approved by GE.Notes:- (i) MORTH specification 803 shall be followed strictly for execution of work & suitable machine shall be used for the marking as approved by GE.(ii) Shape, size & pattern of marking shall be as approved by GE. |
| 18 | Demolition of cement concrete of any description and in any position not other wise specifically provided for complete all as specified and directed. |
| 19 | M&L for moorum filling /red bajri filling in floors or pavings laid in layers n. exc 15 cm thick spread levelled and rammed including watering complete all as specified. Note:-(i) Compacted thickness shall be measured and paid.(ii) Rolling/ compaction shall be done by vibromax roller only. |
| 20 | M & L for PCC 1:4:8 type D-2 (using 40mm graded aggregate ) in foundations, filling and mass conctrete all as specified and as directed. |
| 21 | M&L for Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete 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 joints except at sharp curve shall not to be more than 5 mm), including making drainage opening wherever required complete all as specified & directed. |
| 22 | M&L for 60 mm thick rubber moulded reflective surface PU coated, factory made, coloured, Machine pressed precast concrete interlocking paver blocks/ tiles conforming to IS 15658-2006, M-35 designation of section as approved by GE, in hard standing, laid dry over & including 50mm thick sand cushion and filling the voids of paver blocks/tiles with dry sand complete all as specified & directed. |
| 23 | M&L for Cement concrete work in pavement /Hard standing of flexural strength 40 kg/ per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25cm or less including providing necessary formwork as required at site with and including mixing non-circular synthetic fibre Recron “3 S” type CT-2012 (12 mm) having tensile strength 4000-6000 Kg/Sqcm and melting point>250°C etc complete all as specified and directed.Note : If cement content as per design comes out to be more than 400 kg per cum, No Plus DO shall be admissible. Contractor shall provide the same without any extra cost to the Government. |
| 24 | M&L for Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound Grade A less complete all as specified and directed |
| 25 | Supply and fix, in repair, polycarbonate reflective convex mirror of size 1000 mm dia made of ABS/ fiber/ plastic body with upper collar complete with mounting hardware i.e. necessary clamps & nut bolts etc mounted on and including 65mm dia MS pipe having 2.0M length duly painted with and including two coats of synthetic enamel paint as approved by GE over a coat of red oxide primer and fixed on the ground after necessary excavation and earth work in any type of soil, embeding the delineators on the ground with & including PCC (1:2:4) type B1 using 20mm graded stone aggregate (minimum PCC block size 200mmx 200mmx 200mm for proper grouting) complete all as specified and directed. Make of Convex Mirror:- RSCM-100 of Road Star or equivalent Model of make- Green Lite or Dark Eye or Sun Lite as approved by GE. |
| 26 | Supply and fixing in repair cat eye solar reflective type of metal body alloy of size 100 mm x 100 mm x 20 mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions. |
| 27 | Supply and fix in repair solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125 mm x 125 mm x 25 mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. all as specified and directed |
| 28 | S&F Sand stone slabs as in aging stone thickness 40-50 mm sun-shades, chajjas, shelves, cills, landings, cover stones, templates, etc. exc 0.6 m n exc. 0.9 m in length, punched dressed on face and along exposed edges, self faced on other side and set and pointed in lime mortar 1:2 or cement mortar 1:4. including demolition of old stone slabs complete incl necessary earth work etc all as specified and directed. |
| 29 | M&LSurface dressing, renewal coat, by spraying evenly paving bitumen at 12 kg per 10 sq metres, blinding with 10 mm stone chipping and course sand with ratio of (70:30) @ 0.10 cum per 10 sq metres and rolling to required gradient and camber complete all as specified and directed |
| 30 | M&L for Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete 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 joints except at sharp curve shall not to be more than 5 mm), including making drainage opening wherever required complete all as specified & directed. |
| 31 | M&L for preparation of new concrete or stone kerb surfaces, including cleaning and removal of dust, dirt, loose matter and defective paint, applying one coat of approved suitable primer and two coats of synthetic enamel paint of approved colour, alternate black-and-white bands, complete all as specified and directed. |
| 32 | M&L for PCC (1:2:4) type B-1 using 20 mm graded crushed stone aggregate as in coping ,benching,bed block for hold fast etc and the like including weathering slightly rounded/ chamfered angles with & including necessary use and waste of form work for fair faces of concrete, complete all as specified and directed. |
| 33 | Schedule of credit amount of Rs 13150.00 to be deducted during AOC Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 11, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysOct 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender