Tender For Boq For Permanent Restoration(Sasc-Ii) Of Roads A)L049-Watkaloo To Wagandarwan (Track 49) Package No:- Jk02-143 (B) L039-Nowpora To Brinjan Package No: Jk02-119 (C) T03-Chadoora To Block Boundry Budgam T03-Yechgam Package No: Jk02-107 (D)
Tender Value
27.76 Lakhs
Estimated cost
Bid Submission
06 Jul 2026
4 days left
EMD
55520
Bank guarantee accepted
Document Fee
1100
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Budgam → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Boq For Permanent Restoration(Sasc-Ii) Of Roads A)L049-Watkaloo To Wagandarwan (Track 49) Package No:- Jk02-143 (B) L039-Nowpora To Brinjan Package No: Jk02-119 (C) T03-Chadoora To Block Boundry Budgam T03-Yechgam Package No: Jk02-107 (D) Loolipora To Banjarwani Raod Package No: Jk02-142 Fy 2026-27 Under Sasci-Ii
BOQ
| Sl. No. | Item Description |
| 1 | MA)L049-Watkaloo to Wagandarwan (Track 49) Package No:- JK02-143 |
| 2 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres in all kinds of soils. |
| 3 | Providing and laying of Boulder APRON Laid in wire Crates with 4 mm dia black anealled wire conforming to IS 280 and IS 4826 in 100mmx100mm mesh laid with stone boulders weighing not less than 25kg each as per technical specifications including cost and carriage of all materials (complete job) |
| 4 | Backfilling behind abutment ,wing walls and return walls complete as per drawing and technical specifications(Granular Material) incl cost and carriage of material. |
| 5 | (B) L039-Nowpora to Brinjan Package No: JK02-119 |
| 6 | CRATE OVER EXISTING CRATEWORK at RD 0/600. |
| 7 | Handpacked Quarry stones in wire crates(RRM) including cost of crates stones and all carriages involved complete job.Providing and laying of quary stones laid in wire crates with 4 mm dia Black Anealed wire conforming to IS 280 and IS 4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with quary stones as per drawing and technical specifications Clause including all carriages (for 13km approx) and costs of materials involved.At RD 600) |
| 8 | RRM Breast Wall at RD 2/100 |
| 9 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:2.9.1 All kinds of soil :(At RD 2100) |
| 10 | Type B (First Class) BeddingLaying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) |
| 11 | RANDOM RUBBLE MASONRYRandom Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarsesand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with:7.1.1 Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 12 | Dry random rubble masonry with hard stone in foundation and plinth:7.3.1 With bond stone. |
| 13 | POINTING ON STONE WORKPointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand)13.42.1 Flush/Ruled Pointing |
| 14 | CEMENT CONCRETE (CAST-IN-SITU)Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with:4.4.2 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) (COPING) |
| 15 | PCC DRAIN (Toe wall Existing) at RD 1300 |
| 16 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:2.9.1 All kinds of soil :At RD 1300 |
| 17 | Laying (First Class Type B) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) |
| 18 | CEMENT CONCRETE (CAST-IN-SITU)Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 4.4.6 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) (MUD MAT) |
| 19 | CEMENT CONCRETE (CAST-IN-SITU)Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 4.4.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) (DRAIN WALLS) and M15 FLOORING |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form work for:4.6.1 Foundations, footings, bases for columns |
| 21 | CAST-IN-SITU Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 5.1.2 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) (GATE APPROACH) |
| 22 | Centering and shuttering including strutting, propping etc. and removal of form for: 5.9.3 Suspended floors, roofs, landings, balconies and access platforms. |
| 23 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level 5.22.4 Hot rolled deformed bars |
| 24 | (C) T03-Chadoora to Block Boundry Budgam T03-Yechgam Package No: JK02-107 |
| 25 | PCC DRAIN (RD1600) |
| 26 | Earth work in excavation for foundation of structures upto 3.0m depth as per drawing and technical specifications clause 1104 including setting out construction of shoring and bracing , removal of stamps and other deletrious matter , dressing of sides and bottom and back filling with approved material.RD 1600 |
| 27 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 4.4.7 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 28 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 4.4.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) AND FLOORING |
| 29 | Centering and shuttering including strutting, propping etc. and removal of form work for:4.6.1 Foundations, footings, bases for columns |
| 30 | Carriage of Stones and sand for about a lead of 17 km by Mechnical transport |
| 31 | PROTECTION WORK (PCC EDGE WALL) at RD 2/350 |
| 32 | Earth work in excavation by mechnical means (Hydraulic excavator) in trenches for foundation, drains, pipes, cables etc (not exceeding 1.5m in width) and for shafts, wells, cesspits and like not exceeding 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5m including getting out excavated earth and disposal of surplus excavated earth as directed withen a lead of 50m. All kind of soils (JKSOR 2.90) |
| 33 | Type B (First Class) BeddingLaying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) |
| 34 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 4.4.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 35 | Centering and shuttering including strutting, propping etc. and removal of form work for:Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 36 | (D) Loolipora to Banjarwani Raod Package No: JK02-142 |
| 37 | RRM RETAINING WALL (RD 1/100) |
| 38 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:2.9.1 All kinds of soil :(RD 1100) |
| 39 | Type B (First Class) BeddingLaying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) |
| 40 | RANDOM RUBBLE MASONRYRandom Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarsesand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with:7.1.1 Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 41 | Dry random rubble masonry with hard stone in foundation and plinth:7.3.1 With bond stone. |
| 42 | POINTING ON STONE WORKPointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand)13.42.1 Flush/Ruled Pointing |
| 43 | CEMENT CONCRETE (CAST-IN-SITU)Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with:4.4.2 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) (COPING) |
| 44 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysJul 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 days