Tender For Provision Of Approach Road /Path At Certain Location Under Ge (Af) No 02 Jodhpur At Afs Jodhpur
Tender Value
9.70 Lakhs
Estimated cost
Bid Submission
08 Oct 2026
5 days left
EMD
19500
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jodhpur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provision Of Approach Road /Path At Certain Location Under Ge (Af) No 02 Jodhpur At Afs Jodhpur
BOQ
| Sl. No. | Item Description |
| 1 | Excavating over areas, n. exc 1.5m deep and getting out (soft/loose soil) including forming surfaces to required level/slope complete all as specified and as directed by Engineer-in-Charge. |
| 2 | Demolition of cement concrete (unreinforced) in ground floors and pavings n. exc. 15 cm thickness (below or above ground level) all as specified and directed. |
| 3 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out as soft soil all as specified and directed. |
| 4 | Removing excavated material/ all kind of soils exc. 1.50 km but n exc. 5 km and depositing all as specified and directed by Engr -in -Charge |
| 5 | Rolling and consolidationg formation surfaces in cutting with 8 to 12 tonne power road roller to achieve 98% modified proctorvdensity including filling the depression which occurs during the process of rolling to required level, gradient, camber and superelevtion etc, including watering as necessary complete all as specified and as directed by Engineer-in-Charge. |
| 6 | M&L 150 mm thick (compacted thickenss) Granular Sub-base of shingle or Gravel in double layer(75mm each) as per Table 400-1 of MoRTH specification fifth edition spread rolled and consolidated to gradient and camber required over compacted sub-grade complete all as specified and directed. |
| 7 | M&L for laying 150mm thick (compacted thickness) WMM in two layers (75mm each layers), using grading requirement as per Table 400-13 of MoRTH specifications fifth edition and rolled with vibratory type power roller of 8-12 tonne capacity to required camber and gradient including spreading rolling and consolidating complete all as specified and directed by the Engineer-in-Charge |
| 8 | Material & labour for preparing WMM surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all dust tec, and applying evenly a priming/ tack coat with bituminous primer of paving bitumen at 10 kgs per 10 Sqm |
| 9 | Material & labour for preparing block top surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all dust tec, and applying evenly a priming/ tack coat with bituminous primer of paving bitumen at 5 kgs per 10 Sqm |
| 10 | M & L for Premix bituminous, macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) using Paving bitumen (VG-30), binder content @ 4.0% by weight of total mix ,rolled and compacted with 8 tonne to 12 tonne power road roller to requried gradient and camber using full width mechanical sensor paver with string sensor (Preparation of surface and priming/tack coat shall be measured & paid separately). |
| 11 | M&L for paving bitumen any penetration bitumnious premixed in semi dense asphaltic concrete 40mm consolidated thickness with 5.5% binder content by weight of total mix rolled & compacted to required camber & gradient complete. NOTE.- Bitumen used in the work shall be paving bitumen grade VG-30 irrespective of whatever specified. |
| 12 | M&L for painting lines,dashes, arrows, letters, etc on roads, pavements and the like exc 10 cm wide with road marking paint , white or golden yellow in two coats all as specified and directed by Engineer-in-Charge. |
| 13 | 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 more than 5 mm), including making drainage opening wherever required complete |
| 14 | M&L for preparation of new concrete surfaces as in road side kerbs and applying two coats of synthethic enamel paint of approved different tints and pattern over a coat of primer etc complete all as specified and directed. |
| 15 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out |
| 16 | M & L for Hard core, broken to gauge n exc 63 mm all as specified and directed |
| 17 | M&L for 100 mm thick PCC 1:4:8 type D-2 using 40mm stone aggregate as in sub base floor/floors and paving etc. |
| 18 | M & L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. |
| 19 | M & L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and pigment complete all as specified and directed Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 08, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysOct 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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