Rural Development Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CERWI_83714_1Bid Award Id
ViewTender No
BLGR-Online-15/2022-23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
Construction of Granular Sub Base by providing well graded material, spreading in uniform layers with motor graded on prepared surface , mixing by mix-in-place method at OMC and compacting with smooth wheel roller to achieve the desired density etc complete as per MORD Technical Specification Clause 401 as per direction of Engineer-in-charge.
716.52
-
692.6
Providing laying spreading and compacting stone aggregates of specific size to W.B.M. specification including spreading in uniform thickness , hand packing rolling with 8-10ton roller applying and brooming requisite type of screening /binding materials to fillup the interstices watering including cost carriage royalty etc. complete.
-
-
-
G-II
195.47
-
1729.36
G-III
248.06
-
1808.33
Providing and applying Primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surfaces and spraying primer @ 0.60kg/ sqm using Mechanical means as per clause 502 of MoSRT&H Specifications of Road & Bridge work (04th Revision)
2606.25
-
24.96
Providing and applying Tack coat with bitumen emulsion on prepared surface including clearing of road surfaces and spraying primer @ 0.20kg/ sqm using Mechanical means as per clause 502 of MoSRT&H Specifications of Road & Bridge work (04th Revision)
2606.25
-
12.72
Collecting, Supplying and laying of 20 mm thick Pre Mix Carpet including Labour using 0.27cum of 13.2mm to 5.6mm size crushed stone chipping and 14.60kg.penetration grade of bitumen for 10sqm including hand packing to proper camber and consolidation with PRR inclusive of hire and running charges of PRR , bitumen mixtures, tar boilers and all other T & P articles etc. complete as per specification and direction of the Engineer-in-charge.
2606.25
-
158.3
Labour for laying 6mm thick Precoated Seal coat type B using 0.06cum of 06 mm size and down graded as per sieve analysis and 6.80kg of bitumen per 10sqm and applying tack coat 2kg of bitumen for 10sqm including hire and running charges of P.R.R. Hot mix plant tar boiler, cost, carriage and royalty etc. complete as per direction of the Engineer in Charge.
2606.25
-
60.24
Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2, M30 (grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
126.23
-
5843.36
Supplying and fitting 15cm dia 1.00mtr long gurd post of RCC M15 using 7.50kg of steel for each guard post with 12mm size black granite chips crusher broken including cost of all reinforcment and material,centering and shuttering etc complete
180
-
549.23
Earth work in excavation in foundation in hard rock & hard granite rock with all leads and lifts including shoring, shuttering, propping bullahas, pilling, dewatering from the foundation,supply and working of pumps stacking the excavated marerial away from the workin
238.46
-
175.61
P.C.C.M-15 Grade in Foundation of CD work using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works etc as per approved Drawing & Technical Specifications and as per Section -1500, 1700, 2100 & 2200 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
909.18
-
4029.46
R.C.C. M-30 grade in Foundation work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
-
-
-
Abutment
202.16
-
5386.53
Pier
207.47
-
5386.53
Fixing of anchoring bars upto 25mm to 38mm dia in foundation rock in abutments and piers including drilling holes, fixing wedged anchors and grouting with cement mortar 1:4 complete as per the direction of Engineer in charge excluding cost of M.S. rods .
240
-
92.75
R.C.C. M-30 grade in Substructure Abutment / Pier Shaft M35 as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
-
-
-
Abutment / Pier
312.68
-
6838.6
Return Wall /wing wall
142.18
-
6838.6
R.C.C. M-30 grade in Substructure Abutment/ Pier Cap & corbel as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
-
-
-
Abutment / Pier
77.44
-
7989.42
Dirt Wall in Abutment
14.7
-
9094.2
Supplying, fitting and placing HYSD bar for Sub structure reinforcement complete as per drawings and technical specifications Clause 100 and 1202 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge..
1725.91
-
9186.27
Providing Weep Holes as per approved Drawing & Technical Specifications and as per Section 2700 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
309.56
-
106.63
Providing & laying of filter media with stone crushed aggregates of 45mm size satisfying the requirement s laid down in clause 2504.2.2 of MORTH specification to a thickness of not less than 600mm withg smaller size towards the soil & bigger size towards
178.68
-
1448.93
Back filling behind Abutments ,Wing walls & Return walls complete as per drawing &technical specification etc complete.
295.55
-
602.77
R.C.C. M-30 grade in Super structure Bearing Pedestal as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
3.34
-
7989.42
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
384000
-
1.01
RCC of design mix of M-30grade having specified characteristics compressive strength/ target mean strength of 300kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20mm. down graded sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering , shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works)
-
-
-
T Beam (girder) Deck slab
389.99
-
22497.02
RCC M-30 Grade in Kerb including cost of all materials, labour charges for machineries, T&P charges for suspended type staging/ centering & shuttering , suppoerted on girders with M.S bracket arrangement for cantilever portion including charges for all materials and labour for centering shuttering etc. complete direction of Engineer-in-charge
1.88
-
9830.73
Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
50.7
-
10609.86
R.C.C. M-30 grade in wearing coat excluding steel as per approved drawing & technical specifications and as per MoSRT&H Specifications for Road & Bridge works
60.81
-
5279.03
R.C.C. M-30 grade in approach slab excluding steel as per approved drawing & technical specifications and as perMoSRT&H Specifications for Road & Bridge works
15.75
-
5330.6
RCC M-25 Grade in Railing including cost of all materials, labour charges for machineries, T&P charges for suspended type staging/ centering & shuttering , suppoerted on girders with M.S bracket arrangement for cantilever portion including charges for all materials and labour for centering shuttering etc. complete direction of Engineer-in-charge
42.58
-
11211.81
Supplying and fitting 15cm dia 1.00mtr long gurd post of RCC M15 using 7.50kg of steel for each guard post with 12mm size black granite chips crusher broken including cost of all reinforcment and material,centering and shuttering etc complete
60
-
549.23
P.C.C.M-20 Grade in Substructure of CD work using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works etc as per approved Drawing & Technical Specifications and as per Section -1500, 1700, 2100 & 2200 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). Toe Wall
48
-
4750.01
Gravel backing to revetments as per approved Drawing & Technical Specifications and as per Section 2500 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
126.58
-
651.81
Rough stone dry packing on Aprons and Revetments with hard stone 30cm and above size including cost, conveyance royality of all materials and labour charges etc.complete as per direction of Engineer-In-Charge.
1472.75
-
1351.41
Painting two coats with enamel paints over a coat of primer in road kerb & post of approved shade for finished item of work as per the direction of the Engineer-in-charge.
714.2
-
163.45
Drainage Spouts complete as per drawing and Technical specification
30
-
805.36
Filling sand in foundation in trenches as per drawing and technical specification clause 305.3.9
166.65
-
653.93
Providing Concrete for Plain/ reinforced concrete in open foundation complete as per drawing and technical specifications Clauses 802,803,1202 & 1203
-
-
-
In sub structure
292.88
-
4132.6
Unit cost of NP3 hume pipes including cost of labour for laying hume pipes (1000 mm dia.)
20
-
5566.22
P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.
4.88
-
4489.99
Providing laying R.C.C. Hume pipe NP3 class for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling,concrete and masonry work in head walls and parapets clause 1106 of MORD specification for Rural roads and as per irection of Engineer-in charge.
20
-
2517.87
RCC M25 using 12mm size crusher broken HBG chips including centering, Shuttering , cost,conveyance, royality, taxes etc. of all materials complete.
-
-
-
Below Bed Level
10.24
-
5362.38
Above Bed Level
20.85
-
6814.45
Deck slab of box
10.24
-
7958.06
Providing gravel backing to revetments including cost, conveyance and royalty, taxes of all materials to the site, all labour, T & P complete as per direction of the Enginer-in-Charge.
33.6
-
651.81
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