Tender For Provn Of Widening Of Path And 100Mtr Road From Main Gate To Family Qtr At Ranjit Lines In Miran Sahib Mil Stn Under Ge Jammu.
Tender Value
30.10 Lakhs
Estimated cost
Bid Submission
07 Oct 2026
3 days left
EMD
61000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jammu → Jammu and Kashmir
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Widening Of Path And 100Mtr Road From Main Gate To Family Qtr At Ranjit Lines In Miran Sahib Mil Stn Under Ge Jammu.
BOQ
| Sl. No. | Item Description |
| 1 | M&L for earth filling, forming embankments including raising earth and spreading in layers n exc. 30 cm thick, watering, ramming/rolling to obtain standard procter density not less than 95% at optimum moisture content and finishing to required size, shape,etc. The rates are inclusive of all material, labour and T&P complete in all respect including cost of procurement & excavation of soil from the source etc.Note : Rates include cost of earth/soil to be brought from outside the defence land |
| 2 | Excavation over area n.exc 1.5m deep & getting out in hard/dense soils all as spd and directed. |
| 3 | Cement concrete type D-2, 1:4:8 using 40 mm graded crushed stone aggregates in foundation filling and mass concrete complete all as spd. |
| 4 | Walling of random rubble, coursed, well bonded, bedded and solidly hearted, built in CM 1:6. all as spd and directed. |
| 5 | Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints as specified of random rubble walling, coursed, hammer dressing with maximum depression on face from straight edge held against the dressed surface n.exc 40mm on lime/sand stone all as spd and directed. |
| 6 | M&L for Raised pointing to RR masonry in CM 1:4 all as spd and directed. |
| 7 | M&L for PCC 1:2:4, type B-1 using 20mm graded stone aggregates as in coping all as spd and directed. |
| 8 | M&L for providing Precast cement concrete 1:3:6, type C-1 (using 20 mm graded crushed stone agg) as in PCC bonders(Bondstone) set in CM 1:6 all as spd and directed. |
| 9 | M&L for Boulder filling dry hand packed tightly as in back of wall all as spd and directed. |
| 10 | Returning filling including spreading levelling watering and well ramming in layers n.exc 25cm in soil. complete all as directed and as specified. |
| 11 | Removing excavated material to a distance n.exc 50 mtr and depositing where directed at a level n.exc 1.5 m above the starting point all as spd and directed. |
| 12 | Supply only 75/80 mm bore PVC (SWR) pipes single socketed in any length of pressure rating 6 kg/Sq cm laid in slope in weep holes all as directed. |
| 13 | Surface excavation n exc 30cm deep and averageing 15 cm deep and getting out in any type of soil . complete all as directed and as specified. |
| 14 | Hard core of gauge 63mm, deposited,spread and levelled in layers n exc 15 cm thick, watered and rammed to a true surface |
| 15 | Cement concrete type C-2 1:3:6 using 40mm graded crushed stone aggregates 100 mm thick as in flooring finished even and fair |
| 16 | Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete. |
| 17 | Providing, cement concrete Type B1 1:2:4 (20 mm graded) inkerbs, benching or mud stops, rounded or chamfered on edges as directed |
| 18 | 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 complete all as specified and directed. |
| 19 | Demolition of cement concrete incldg tiles of any description and in any position and removing the rubbish from work site complete all as specified and directed. |
| 20 | Excavatingin trench, n exc 1.5 m deep and getting out soft/loose soil complete all as specified and directed by Engineer-in-charge. |
| 21 | Removing building materials/ debries etc. other than soil to a distance exceeding 500m but not exceeding 1.5Km lead, including loading, unloading and stacking at thedestination, complete all as specified and directed. |
| 22 | Rolling and consolidating formation surface in cutting using power roller exc 8 tonne and n exc 12 tonne. complete all as directed and as specified. |
| 23 | Soling (or sub base) 150mm thick (spread thickness) with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber. All as specified and as directed. |
| 24 | 150mm thick (Compacted thickness) in two layers each in 75mm th WBM, with coarse aggregate of Granite trap or basalt stone of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required. |
| 25 | M&L for 50mm compacted thickness premixed bituminous macadam laid, spread using mechanical paver with 4% binder content by weight of total mix, using paving bitumen binder of grade VG - 30 grade by weight of total mix, rolled and compacted to required gradient and camber using power roller of capacity exceeding 8 tonne but not exceeding 12 tonne complete all as specified and as directed by Engineer-In-Charge. |
| 26 | M&L for preparing new bitumenous mecadam black top surfaces by brushing with wire brushes for removing cake muds etc sweeping with broom & finally fanning the cleaned surface with gunny bags to remove all loosed dirt etc and aplying a priming/tack coat of paving bitumen VG-10 grade paving bitumen @ 10 kg /Xsqm complete all as specified and as directed by Engineer-In-Charge. |
| 27 | M&L Bituminous premix Semi-dense asphaltic concrete (SDAC) 40 mm consolidated thickness with 5.50% binder (paving bitumen) of grade VG - 30 content by weight of total mix by using mechanical paver and vibratory roller, spread, rolled and compacted to required chamber and gradient and complete all as specified and as directed by Engineer-In-Charge. |
| 28 | M&L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n.exc 10 cm wide on roads pavements with hot applied thermoplastic road marking paint of approved colour conforming to BS 3262-1989 with special applicator machine all as per manufacturers instructions complete all as specified and directed. |
| 29 | M&L for Preparing newly untreated concrete surfaces over 10cm girth or width applying one coat of primer and two coats of Synthetic enamal paint of wall and complete all as spd and directed. |
| 30 | 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 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 |
| 31 | Supply and fixing 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 900 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 |
| 32 | S&F cat eye solar reflective type of metal body alloy of size 100mmx100mmx20mm with PAMA striplens reflector of model No. DA 972.0 fixed with including MS stud of suitable size as per manufacturing instructions |
| 33 | Cement concrete type D-2, 1:4:8 using 40 mm graded crushed stone aggregates in foundation filling and mass concrete complete all as directed and as specified. |
| 34 | Cement concrete type B2 (1:2:4) (40mm graded stone agg) as in walls or retaining walls, any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases) |
| 35 | S&F MS Framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as directed and as specified. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysOct 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 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