Public Works Department Tender
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Costs
EMD
₹ 5,32,660Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWD_13176_1Tender No
RE-TENDER NIT NO 09 OF PW R7B DIVISION SANKOO 2024-25 DATED 24/06/2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
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Documents
BOQ Items
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 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
31.2
163228
-
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, excluding the cost of centring, shuttering and finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
146
964819
-
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with M-15 grade. (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
396
3535361
-
Reinforced cement concrete work in beams, suspended floors, roofs excluding the cost of centring, shuttering, 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
18.6
189832
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and medium tensile steel bars Qty= 6.44 x 1.50= 9.66 qtl
2790
261702
-
b) Suspended floors, roofs, landings, balconies and access platform.
69.4
38675
-
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
1464
736611
-
Random rubble masonry with hard stone from quarry in foundation and plinth including leveling with cement concrete 1:6:12 ( 1: cement: 6 coarse sand : 12 graded stone agg, 20mm nominal size. ) at plinth level with cement mortar 1:6, 1 cement: 6 fine sand.
924
4812912
-
Dry random rubble masonry in foundation and plinth using quarry stone with bond stone.
616
1795664
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead up to 50m and lift up to 1.5m.
1320
924000
-
Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charg-A, Water bound macadam road
7500
225000
-
Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charg-B, Bituminous road Surface
375
127500
-
Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters
7500
915000
-
Providing and laying sub base / base/ surface course 300 mm thick with local materials draded material, spreading in uniform layers with mortor grader on prepared surface, mixing by mix in place method with rotavator at OMC, compacting with vibratory roller to achieve desired denisty, all complete as per clause 40
2010
1608000
-
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WBM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge
562.5
924187
-
Providing and applying tack coat using hot straight run bitumen of grade 80/100 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications: On W.B.M.@ 0.75 Kg/sqmProviding and applying tack coat using hot straight run bitumen of grade 80/100 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications: On W.B.M.@ 0.75 Kg/sqm
7500
164100
-
Providing and laying Bituminous Macadam 50-75 mm thick with Grading II on prepared surface with specified graded crushed stone aggregate for profile corrective base/binder course including loading of aggregate with F. E. loader, hot mixing of stone aggregates in hot mix plant, transporting the mixed material by tippers to paver and laying the mixed material with paver finisher fitted with electronic sensing device to the required level and grade and rolling with road rollers, as per MORTH specification to achieve the desired density and compaction but excluding the cost of primer/tack coat. 50mm average compacted thickness with bitumen of 80/100 grade @3.5%V
375
3562500
-
Providing and laying 25 mm thick, semi dense bituminous concrete on macadamized surface with specified graded crushed aggregate as per MORT specification (agg 12.50mm-15%, 10mm-55%, fine aggregate 28%, cement 2%) mixed in binder @5.56% tar in hot mix plant laied with paver finisher with required levels achieving the desired denisty consolidation with power road roller incl all carriage cost of tar and seal coat with binder quantity of 0.68 kg/sqm
7500
2230500
-
Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
200
159000
-
Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete.
7500
771000
-
Providing & Laying of M/S pipe incld trenching, refilling & construction of catch pits & all necessary carriages complete-300 dia
20
528000
-
Carriage of Stone from source to site of work by MT for 0Km
1540
935519
-
Carriage of sand /bajri from source to site of work by MT for 17Km
1140
429289
-
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