Rural Development And Panchayati Raj Department Tender
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Costs
EMD
₹ 14,79,000Document Cost
₹ 7,400Tender Fee
Refer Documents
Summary
Construction Of Link Road Abadi To Chulung Mulbek, Phase - 2nd Under The Scheme-state Sector Block Shargole, Kargil For The Year (2023-24) Length 5.50km
Description
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Contact
Tender Id
2024_RDD_13554_1Bid Award Id
ViewTender No
13-REW-K of 2024-25Tender Authority
Rural Development And Panchayati Raj Department ViewPurchaser Address
-Website
http://tenders.ladakh.gov.in
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BOQ Items
Dry stone pitching, 225mm thick, excluding cost of stones and preparation of surface. Stone available at site.
148
41672
281.57
Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
80
698284
8728.56
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundatins 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.
568.62
93964
165.25
Stone filling hand picked behind retaining wall, as per direction of engineer-in-charge (stone available at site).
1326.78
393536
296.61
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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
250
1661175
6644.7
Providing and laying cement concrete for side drain and abutments etc (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, 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) .
631.2
4275281
6773.26
Cast in situ plum concrete work of nominal mix concrete M-10 grade (total mass of dry nallah aggregate 480 kg. (max excluding plums) and water 34 kg (max) per50 Kg of cement) nominal max size of stone aggregate 20 mm, volumetric batching using plum aggregate 20mm, volumetric batching using plum (size over 160mm, split nallah stone or quarry stone) @ 20% of gross volume upto plinth level excluding cost of form work and curring
2524.8
13279943
5259.8
Cantering and shuttering including strutting propping etc and removal of form work. For foundation, footings, bases of columns etc. for mass concrete.
390
92574
237.37
Cantering and shuttering including strutting propping etc and removal of form work. For suspended floors, roofs, landings, balconies and access
1852
1073141
579.45
Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechnically Treated bars of grade Fe-500D or more
36300
3076425
84.75
carriage of sand/ aggr. From source to site by MT 35 KM including loading, unloading all complete job.
4062.91
1886856
464.41
carriage of cement/ steel . From source to site by MT 40 KM including loading, unloading all complete job.
670.1
289905
432.63
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.
20625
2607825
126.44
Suppling Granular sub-base :- Granular sub-base / RBM base surface course with local nallah/quarry materials local material spreading in uniform layers manually on prepared surface , mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per as per Technical Specification .(Including all leads lifts upto 40 KM by MT).
4400
4940672
1122.88
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) 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, (Including all leads lifts.
1546.88
2949559
1906.78
PRE MIX CARPET: Providing and applying prime coat using hot straight run bitumen of grade – VG-10, 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.M.M. @ 0.75 Kg/sqm. including carriage
20625
1485618
72.03
Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom, With rapid setting bitumen emulsion, On bituminous surface @ 0.25 Kg/sqm. including carriages.
20625
524287
25.42
5 cm thick bitumastic sheet with hot bitumen of approved quality using stone chippings (60% 12.5 mm nominal size and 40% 10 mm nominal size) @ 2.60 cum per 100 sqm and coarse sand at 2.60 cum per 100 sqm of road surface and with bitumen @ 56 kg/cum of stone chippings and @ 128 kg/cum of sand over a tack coat with hot straight run bitumen including consolidation with road roller of 8 to 10 tonne etc complete (Tack coat to be paid separately). 16.47.1 With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt, With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt including all carriages.
20625
11361281
550.85
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.
20625
1573068
76.27
Shoulder filling by way of earth filling including supply, construction of subgrade earthen shoulder with available materials with all leads and lifts transporting to site spreading to required and haulage all complete job.
2970
629224
211.86
Providing & Laying M.S Pipe (5mm thick) 300 mm dia flanged type for a length of 7 mtr for cross drainage works including construction of catch pits at the inlet and out let in M - 15 Grade concrete and provding and laying a bed of sand layer and provindg earth cushion to the required grade and cross section (as directed by engineer in-charge as per drawring and PWD specification incl. all carriages.
10
254237
25423.73
Reinforced cement concrete M15 grade kilometer/ local stone of standard design as per IRC 8, fixing in position including painting and printing etc as per drawing and technical specification clause 1703 i) Km stone (precast)
6
26466
4411.02
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per 1RC-67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminum sheeting 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawing and technical specification
12
45762
3813.56
Providing and fixing typical informatory Sign board M.S plate with painting, writing and welding with angle iron including carraige all complete job as directed by engineer-in-charge.
1
8474
8474.58
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