Rural Development Department Tender
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Costs
EMD
₹ 58,820Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CERWI_106192_1Bid Award Id
ViewTender No
Online Tender 02/GJP/2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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BOQ Items
Providing and laying plain cement concrete of proportion (1:3:6) in foundation using 20mm to 40mmSize H.H. metal and screened and washed sharp sand for mortar of approved quality and from approved quarry including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, royalties, taxes of all materials and cost of all labours, T&P etc complete as per the direction of the Engineer -in –charge.
229.98
4472
1028578.65
Providing & laying Plain Cement Concrete (1:2.5:5) with 12 mm size hard broken granite chips including cost, conveyance, royalties, taxes of all materials and cost of all labours, T&P etc complete as per the direction of the Engineer -in –charge.
67.83
4432
300689.03
R.C.C. work with M-25 grade 20 mm and down graded size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering and laying concrete and compacting by using vibrators watering, curing for 28 days, centring & shuttering and finishing the exposed surface smooth providing grooves or beads where necessary in all floors including cost, conveyance, royalties and taxes of all materials , cost of all labour with cost of all T&P required for the work etc. complete in all respect but excluding cost and conveyance of M.S. rods or steel & binding wires and labour charges for strengthening, cutting, bending grills and placing in proper position.
-
-
-
Foundation
67.56
5419
366114.4
Substructure
84
6878
577784.76
Superstructure
90.44
12655
1144558.9
Straightening cutting, bending, Binding & tying the grills, coiled rods, including cranking, hooking, welding or jointing the M.S. rods or tor confirming to I.S. 432 (Plain) and 1785 (Tor) steel and binding, tying the grills, hoisting, lowering and placing in proper position required for R.C.C. works including cost, conveyance and taxes of M.S. rods or tor steel and binding wires of 18 to 20 gauge and cost of all labour with all T&P required for the work etc. complete as directed by the Engineer- in-Charge.
-
-
-
Foundation
6.76
8670
58612.72
Substructure for Ribs
8.4
8670
72832.37
Superstructure
9.04
8670
78381.5
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with smaller size towards the wall and providing over the entire surface behing abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification as per direction of the Engineer-in-Charge
46.66
2051
95736.05
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MORD technical specification as per direction of the Engineer-in-Charge
25
137
3444
Providing and laying boulder appron for bed protection with stone boulders of minimum size and weight as per table 1300.1, no fragment weighing not less than 25kg laid dry complete as per drawing and technical specification clause 1301. with departmental stone as per direction of the Engineer-in-Charge
184.31
1441
265594.4
Clearing grass & removal of rubbish on both sides of the road to facilitate widening berms , disposal of stuff including all labours , T&P article as per specification for road & bridge work as per direction of the Engineer-in-Charge
250
8
2055
Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m transporting to site spreading grading, to required slope and compacted to meet the requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per specification as per direction of the Engineer-in-Charge
2329
195
455505.82
Providing granular sub-base using gravel including laying , speading in uniform layers including watering & compacting etc complete as per direction of the Engineer-in-Charge
60.44
1177
71169.91
Providing , laying & compacting of W.B.M. base course including preparation, compaction & spreading aggregate to proper grade & camber including all cost, carriage etc complete as per direction of the Engineer-in-Charge
-
-
-
Grade -II for extra widening curves
14.34
2523
36191.01
Grade -III for extra widening curves
14.34
2641
37884.56
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 of MORD and as per direction of the Engineer-in Charge
191.25
32
6280.65
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 OF MORD and as per direction of the Engineer-in Charge
191.25
11
2222.33
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base ,including mixing in a suitable plant laying and rolling with a three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat of either Type -A or Type -B or type -C per technical specification clause 508 and as per direction of the Engineer-in Charge
191.25
182
34843.84
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 and as per direction of the Engineer-in Charge
191.25
84
16183.58
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering as per technical specification and as per direction of the Engineer-in Charge
120
22
2652
Retaining Wall
Earth work in excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring & bracing removal of stumps and other deleterious material and disposal up to a lead of 50mtr, dressing of sides and bottom and backfilling with approved material as per direction of Engineer-In-Charge.
67.2
275
18528.38
Providing & filling good clean river sand of approved quality including watering to complete saturation & ramming complete including cost conveyance, royalty, Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge.
17.92
914
16383.18
Providing Concrete for Plain/ reinforced concrete in open foundation complete as per drawing and technical specifications Clauses 802,803,1202 & 1203 including cost conveyance, royalty, Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge.
-
-
-
M-15 Bottom Concrete
13.44
5309
71364.38
In Sub Structure (Top Portion)
66.56
5451
362877.13
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and direction of Engineer-in Charge.
48
137
6612.48
Providing and laying boulder appron for bed protection with stone boulders of minimum size and weight as per table 1300.1, no fragment weighing not less than 25kg laid dry complete as per drawing and technical specification clause 1301 and direction of Engineer-in Charge.
57.6
1441
83002.75
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