Tender For Special Repair To Road / Hard Standing At Bde C And Fd Wksp At Drass Under Ge Kargil
Tender Value
64.17 Lakhs
Estimated cost
Bid Submission
29 Jul 2026
7 days left
EMD
1.21 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
Kargil → Jammu And Kashmir
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repair To Road / Hard Standing At Bde C And Fd Wksp At Drass Under Ge Kargil
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 17-Jul-2026 | BOQ | BOQ | 29-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, 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 mm. |
| 2 | Preparing surfaces unsurfaced water macadam 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 loose dirt etc all as spd and directed |
| 3 | Applying evenly a priming/tack coat with bituminous primer using paving bitumen (Viscosity Grade - 10) VG-10 @ 10 kg/10sqm complete all as specified and directed. |
| 4 | M&L premix bituminous macadam laid/rolled and compacted to required gradient and camber(consolidated thickness 75mm or less) etc 4.0% binder content of paving bitumen VG-30 by weight of total mix rolled and compacted mixed in mechanical hot mixed plant and premixed material laid with mechanical paver finished including rolling to required camber and gradient with 8 to 12 tone power roller to required compaction complete all as specified and as directed |
| 5 | Preparing surfaces black top 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 loose dirt etc all as spd and directed |
| 6 | Applying evenly a priming/tack coat with bituminous primer using paving bitumen (Viscosity Grade - 10) VG-10 @ 2.5 kg/10sqm complete all as specified and directed. |
| 7 | Applying evenly a priming/tack coat with bituminous primer using paving bitumen (Viscosity Grade - 10) VG-10 @ 5 kg/10sqm complete all as specified and directed. |
| 8 | Bituminous premix asphaltic semi dense concrete 40 mm thick consolidated thickness with 5.5% binder content of paving bitumen VG-30 by weight of total mix rolled and compacted mixed in mechanical hot mixed plant and premixed material laid with mechanical paver finished including rolling to required camber and gradient with 8 to 12 tone power roller including preparation bitumen carpet in digital computarised weigh batch hot mix plant including preparation to required compaction complete all as specified and as directed. |
| 9 | M&L for preparation new/old black top surface road surface and applying one coat of retro reflective thermoplastic road marking paint 2 mm thick for longer durability with 8% glass beads using special applicator machine with heating arrangement upto160 degree Celsius; paint material shall be confirming to Ministry of surface transport (MOST) specification 803.4 VoI I as laid down in specification of road/bridge work third revision after cleaning surfaces complete all as specified. |
| 10 | Roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust, etc. |
| 11 | Demolition of (un-reinforced) Concrete of any description and in any position not otherwise specifically provided for, complete all as specified and directed by Engr-in-Charge. |
| 12 | M&L for 100mm thick cement concrete type C2, 1:3:6 (using 40mm graded stone aggreagte) as in sub base, sub floor and mass concrete complete all as specified and directed by Engr-In-Charge. |
| 13 | M & L cement concrete work in pavement/ hard-standing of flexural strength 45 kg/per square centimetre in field using 450 kg of cement per cubic metre, thickness of concrete 25 cm, using recron fiber 1kg/cum of concrete all as specified and directed.Note : Fibre recron will be measured saperately. |
| 14 | Forming 20 mm thick expansion joints filled with pre formed bituminous filler and top 30 mm primed and sealed with sealing compound (thickness of the slab is 150 mm) Gde-B all as specified and directed. |
| 15 | Forming contraction/dummy joint 65 mm deep X 10 mm wide, filled with sealing compound Grade B all as specified and directed. |
| 16 | Forming Construction joint 30 mm deep X 10 mm wide, filled with sealing compound Grade B all as specified and directed. |
| 17 | Finishing surface of concrete roads, pavements, by brooming all as specified and directed. |
| 18 | Supply only polyester triangular fibres as secondary reinforcement in all types of concrete and mortars all as specified and directed. |
| 19 | M&L for cement concrete type D2, 1:4:8 (using 40mm graded stone aggreagte) as in foundation filling, sub base and mass concrete complete all as specified and directed by Engr-in-Charge. |
| 20 | Demolition of Brickwork or stone/boulders masonry built in cement mortar complete all as specified and as directed by the Engr-in-charge. |
| 21 | M&L walling of random rubble masonary, uncoursed, well bonded, bedded and solidly hearted, bulit in cement mortar 1:6 complete all as specified. |
| 22 | M&L except walling of random rubble masonary, uncoursed, well bonded, bedded and solidly hearted, bulit in cement mortar 1:6 complete all as specified. |
| 23 | Raised pointing to random or polygonal rubble, uncoursed or brought upto courses built in CM 1:4 complete all as specified and as directed by Engr-in-Charge. |
| 24 | M & L for plain cement concrete type B-1, 1:2:4 (using 20 mm graded stone aggregate) cast in situ as in copings, bed plates, kerbs and the like including weathering, slightly rounded or chamfered angles & throating and use of form work complete all as specified and directed by Engr-in-Charge. |
| 25 | S&F Hand packing (any thickness) of broken stone or boulder at back of walls over arches etc and raising or lowering to required level complete all as specified and directed by Engr-In-Charge. |
| 26 | S&F 110mm PVC (SWR) pipes ingle socketd, in any length with rubber ring joints laid in trenches or in floors complete all as specified and directed by Engr-in-Charge. |
| 27 | Demolition of Cement Concrete (unreinforced) in ground floor and paving n.exc 15cm thickness (below or above ground level) complete all as specified and as directed. |
| 28 | M&L for hardcore of gauge not exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified. |
| 29 | M&L for Cement concrete type D-2,1:4:8 (40mm graded aggreate) 100 mm thick as in sub -floors, sub- bases, floors and pavings,etc. |
| 30 | 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 25 cm or less all and finishing surface even and smooth without using extra cement as specified and directed. |
| 31 | M&L for forming 12mm thick expansion joints in pavement/hardstanding with thickness of concrete 150mm, filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound Grade ‘A’ complete all as specified and directed. |
| 32 | 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 corvature, jointed with cement mortar 1:3, including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required. |
| 33 | M&L perparation of new or previously untreated concrete surfaces of any description and applying two coats of synthetic enamel paint over a coat of priming paint complete all as specified and directed by Engr-in-Charge. |
| 34 | Demolition of reinforced cement concrete in ground floor and paving n.exc 15cm thickness (below or above ground level) complete all as specified and as directed. |
| 35 | M&L for plain cement concrete type C2, 1:3:6 (using 40mm graded stone aggreagte) as in foundation, filling and mass concrete complete all as specified and directed by Engr-In-Charge. |
| 36 | M&L for precast ceent concrete type C1, 1:3:6 (using 20 mm graded stone aggregate) block masonary with solid block, exc 10 cm width and setting in cement mortar 1:6 complete all as specified and directed. |
| 37 | M&L for rendering 15 mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces, finished even and smooth without using extra cement complete all as specified and directed. |
| 38 | M & L Cement concrete Type B2 1:2:4 (40 mm graded aggregate) in surface channels and drains complete all as specified and directed by Engr-in-charge. |
| 39 | M&L Extra for forming fair finished drain or channel 60 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified and directed by Engr-in-charge. |
| 40 | Use & waste form work to soffits of suspended slabs, such as roof slabs, landings and similar work not exceeding 200 mm thick with rough finished horizontal or sloped surfaces of concrete, complete all as specified and directed by Engr-in-Charge. |
| 41 | M&L TMT bars 10 mm dia and over, cut to length , bent to shape required including cranking , bending spirally for hooping for columns, hooking ends, binding with and including mild steel wire ( annealed ) not less than 0.9mm dia , complete all as specified and directed. |
| 42 | M&L for RCC M-25 as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, deck slab and in shelves complete all as specified and directed by Engr-in-Charge. |
| 43 | Note:-The accepted amount will be arrived after deducting the Sch of credit i.e. Rs 19500.00 and any other reduction if any from quoted amount. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 17, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 29, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 7 daysJul 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysTender Documents
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