Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date27 Jan 2024
Closing DateCancelled
Tender Amount₹ 5,66,71,000
Costs
EMD
₹ 11,33,000Document Cost
₹ 11,334Tender Fee
Refer Documents
Summary
Reyaz Saloon Culvert-fl. Mitigation
Description
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Contact
Tender Id
2024_PWD_35742_1Tender No
Reyaz Saloon Culvert-Re-BidTender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
Tree plantation
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering ,fixing the tree guatrd and maintaining the plants for three year.
50
-
760.72
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202.
I By Manual Means (a) Bituminous course
84
-
265.1
Dismantling of Flexible Pavements
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 I by manual Means (b) Granular Course
140
-
468.39
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage a) Including Edge block/ Edge restraints
900
-
1161.08
Dismantling of Structures
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled
material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202
1310.4
-
1270.8
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
A With crushed Stone
422.86
-
5935.66
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses
1000 and 1202
264.63
-
63550.07
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
2223.53
-
7480.6
Precast manhole cover slab
277
-
7502.07
Precast manhole cover slab
285
-
8705.52
Providing weep holes in masonry/Plain/Reinforced concrete abutment, wing wall/return wall with Heavy Duty 100 mm Dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards draining face complete as per drawing, Technical Specification Section 2700 and as directed by Engineer.
1359
-
205.66
Back filling Providing back filling with granular material behind abutment, wing wall and return wall complete as per drawing, Technical Specification Section 300, IRC: 78 and as directed by Engineer.I) Granular Material
699.12
-
1498.38
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
1534.4
-
253.01
Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m,
dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary Soil. B. Mechanical Means (a) Without dewatering (i) Depth upto 3.00 m
8554.56
-
186.45
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
539.35
-
2596.06
DSR Item
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
2.6.1 All kinds of soil
482.4
-
205.45
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
97.2
-
253.95
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
40.5
-
6882
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural
sources : 6 graded stone aggregate 20 mm nominal size
derived from natural sources
40.5
-
6833.4
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo- Mechanical Treated bars of grade Fe-500D or more
14011.38
-
89.65
Centering and shuttering including strutting, propping etc. and removal of form work for :
4.3.1 Foundations, footings, bases for columns
612
-
307.95
Lintels, beams, plinth beams, girders, bressumers and
cantilevers
360
-
608.35
Columns, Pillars, Piers, Abutments, Posts and Struts
648
-
804.25
Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
93.6
-
8364.2
Reinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing andreinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources)
32.4
-
10185.05
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
Cement mortar 1:4 (1 cement : 4 coarse sand)
243
-
8512.1
12 mm cement plaster of mix :1 1:4 (1 cement: 4 fine sand)
1620
-
294.85
15 mm cement plaster on the rough side of single or half brick wall of mix : 1 1:4 (1 cement: 4 fine sand)
1620
-
339.7
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer
3240.07
-
162.55
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