Tender For Provn Of Approach Road From Bldg No Tc-47 To Tc-51 At Hisar Mil Stn Under Ge West Hisar
Tender Value
39 Lakhs
Estimated cost
Bid Submission
22 Jul 2026
10 days left
EMD
76000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Hisar → Haryana
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Approach Road From Bldg No Tc-47 To Tc-51 At Hisar Mil Stn Under Ge West Hisar
BOQ
| Sl. No. | Item Description |
| 1 | Excavation over areas not exc 1.5 m deep and getting out soft/loose soil complete all as specified by Engr in charge |
| 2 | M&L Rolling and consolidating formation surfaces in cutting by power roller exc 8 tonne & n exc 12 tonne. |
| 3 | M&L 150 mm thick (spreadthickness) Soling (or sub base) with broken boulder or quarried stone boulders of granite/basalt/trap stone (63 to 100mm size) laid in layers ,inter stices filled surfaces formed and rolled and consolidated to required gradient and camber all as specified and as directed. |
| 4 | Material and labour for 150 mm thick WBM/WMM in two layers consisting of 75 mm thck (compacted thickness) each layer with coarse broken stone of granite, trap or basalt of grading 2 (63 to 40 mm size) spread, rolled and consolidated to required gradient and camber with 8 to 12 tone power roller. Note:- The rolling and consolidating shall be excuted independantly for each layer of 75 mm thick. |
| 5 | M&L for preparing WBM surface by brushing with wire brush 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 10 Kgs/XSQM using paving bitumen before laying the bituminous macadam surfaces. |
| 6 | M&L Premix bituminous,macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 50mm ) to reqd gradient using paving bitumen any penetration of binder content of 4% by Wt of total mix all as specified and directed. |
| 7 | M&L applying a priming/tack coat above bituminous macadam with paving bituminous primer VG -30 @ 3 Kg per 10 Sqm. |
| 8 | M&L Bituminous premix Semi dence Asphaltic concrete 30 mm consolidated thickness with 5.5 % (bitumen VG -30) binder content weight of total mix using paving bitumen any penetration rolled & consolidated to reqd camber & gradient complete, all as spd and dir. |
| 9 | Removal of excavated soil to a distance exc 1.5 KM upto a total distance of 5 KM complete all as specified and as directed |
| 10 | 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, pointed with cement mortar 1:3 (1 cement: 3 coarse sand), ncluding making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever or equired complete.(including the required excavation for kerb stone placing), all as specified and directed. |
| 11 | M&L for applying two coats of synthetc enamal paint after preperation of new surface complete all as specified and directed |
| 12 | M&L for preparing bituminus surfaces of road and making 1.5mm thick lines, dashes, arrows, letters etc. on road, pavement and the like not exc 10cm wide with hot applied Thermoplastic Road marking paint of approved colour confirming BS 3263-1989 with special applicater machine all as per manufactures instruction complete all as spd and dir. |
| 13 | S&F 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 |
| 14 | S&F 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 or equivalent in list of makes fixed with and incl MS stud of suitable size as per manufactures instructions. |
| 15 | Supply and fix solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono crystalline 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 |
| 16 | General Notes1.Only batch mix plant shall be used in the work.2. The Contractor shall, prior to procurement and commencement of bituminous work, submit a valid Memorandum of Understanding (MoU) with the proposed hot mix plant for approval of the Garrison Engineer (GE). The contractor shall arrange a visit of GE/Engineer-in-Charge to the plant for inspection prior to approval of the MoU. It shall be ensured that the bituminous mix is procured only from an approved Batch Mix Plant, and no material shall be procured or laid without such prior approval.3. Rolling shall be carried out to achieve a field density of not less than 98% of the Marshall bulk density of the approved Job Mix Formula.4. The contractor shall ensure that all bituminous mix brought to site is weighed at an approved Government Weighbridge or a weighbridge duly approved by the Engineer-in-Charge. Each load shall be supported with authentic weighment slips indicating gross weight, tare weight, and net weight. 5. The contractor shall submit the original weighment slips, duly defaced and certified by the Engineer-in-Charge, along with each Running Account Receipt (RAR) bill for processing of payment. No payment for bituminous work shall be considered unless supported by such authenticated original weighment slips. Please Enable Macros to View BoQ information |
| 17 | General Notes1.Only batch mix plant shall be used in the work.2. The Contractor shall, prior to procurement and commencement of bituminous work, submit a valid Memorandum of Understanding (MoU) with the proposed hot mix plant for approval of the Garrison Engineer (GE). The contractor shall arrange a visit of GE/Engineer-in-Charge to the plant for inspection prior to approval of the MoU. It shall be ensured that the bituminous mix is procured only from an approved Batch Mix Plant, and no material shall be procured or laid without such prior approval.3. Rolling shall be carried out to achieve a field density of not less than 98% of the Marshall bulk density of the approved Job Mix Formula.4. The contractor shall ensure that all bituminous mix brought to site is weighed at an approved Government Weighbridge or a weighbridge duly approved by the Engineer-in-Charge. Each load shall be supported with authentic weighment slips indicating gross weight, tare weight, and net weight. 5. The contractor shall submit the original weighment slips, duly defaced and certified by the Engineer-in-Charge, along with each Running Account Receipt (RAR) bill for processing of payment. No payment for bituminous work shall be considered unless supported by such authenticated original weighment slips. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 02, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysJul 24, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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