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
2021_CERWI_68168_1Bid Award Id
ViewTender No
SE-BLS-NCB-289Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
... More
i) Abutment Wells (7.5m dia. )
20
-
22122.45
... More
ii) Piers 6.5dia. Wells
20
-
18080.88
... More
11th successive metre depth
-
-
-
... More
i) Abutment (7.65m )
2
-
22398.75
... More
ii) Piers (6.65m )
2
-
18305.22
... More
12th successive metre depth
-
-
-
... More
i) Abutment (7.65m )
2
-
22675.05
... More
ii) Piers (6.65m )
2
-
18529.56
... More
13th successive metre depth
-
-
-
... More
i) Abutment (7.65m )
2
-
22951.34
... More
ii) Piers (6.65m )
2
-
18753.9
... More
14th successive metre depth
-
-
-
... More
i) Abutment (7.65m )
2
-
23227.64
... More
ii) Piers (6.65m )
2
-
18978.24
... More
15th successive metre depth
-
-
-
... More
i) Abutment (7.65m )
2
-
23503.93
... More
ii) Piers (6.65m )
2
-
19202.58
... More
16th successive metre depth
-
-
-
... More
i) Abutment (7.65m )
2
-
23780.23
... More
ii) Piers (6.65m )
2
-
19426.93
... More
17th successive metre depth
-
-
-
... More
i) Abutment (7.65m )
2
-
24056.52
... More
ii) Piers (6.65m )
2
-
19651.27
... More
18th successive metre depth
-
-
-
... More
i) Abutment (7.65m )
2
-
24332.82
... More
ii) Piers (6.65m )
2
-
19875.61
... More
19th successive metre depth
-
-
-
... More
i) Abutment (7.65m )
2
-
24609.11
... More
ii) Piers (6.65m )
2
-
20099.95
... More
20th successive metre depth
-
-
-
... More
i) Abutment (7.65m )
2
-
24885.41
... More
ii) Piers (6.65m )
2
-
20324.29
... More
21st successive metre depth
-
-
-
... More
i) Abutment (7.65m )
2
-
25161.71
... More
ii) Piers (6.65m )
2
-
20548.63
... More
22nd successive metre depth
-
-
-
... More
i) Abutment (7.65m )
2
-
25438
... More
ii) Piers (6.65m )
2
-
20772.97
... More
23rd successive metre depth
-
-
-
... More
i) Abutment (7.65m )
2
-
25714.3
... More
ii) Piers (6.65m )
2
-
20997.31
... More
24th successive metre depth
-
-
-
... More
i) Abutment (7.65m )
2
-
25990.56
... More
ii) Piers (6.65m )
2
-
21221.66
... More
25th successive metre depth
-
-
-
... More
i) Abutment (7.65m )
2
-
26266.86
... More
ii) Piers (6.65m )
2
-
21446
... More
26th successive metre depth
-
-
-
... More
i) Abutment (7.65m )
2
-
26543.15
... More
ii) Piers (6.65m )
2
-
21670.34
... More
27th successive metre depth
-
-
-
... More
i) Abutment (7.65m )
2
-
26819.45
... More
ii) Piers (6.65m )
2
-
21894.68
... More
28th successive metre depth
-
-
-
... More
i) Abutment (7.65m )
2
-
27095.74
... More
ii) Piers (6.65m )
2
-
22119.02
... More
29th successive metre depth
-
-
-
... More
i) Abutment (7.65m )
2
-
27372.04
... More
ii) Piers (6.65m )
2
-
22343.36
... More
30th successive metre depth
-
-
-
... More
i) Abutment (7.65m )
2
-
27648.34
... More
ii) Piers (6.65m )
2
-
22567.7
... More
31st successive metre depth
-
-
-
... More
i) Abutment (7.65m )
2
-
27924.63
... More
ii) Piers (6.65m )
2
-
22792.04
... More
32nd successive metre depth
-
-
-
... More
i) Abutment (7.65m )
2
-
28200.93
... More
ii) Piers (6.65m )
2
-
23016.39
... More
33rd successive metre depth
-
-
-
... More
i) Abutment (7.65m )
1.4
-
28477.22
... More
ii) Piers (6.65m )
0.81
-
23240.73
... More
RCC of design mix of M-250 grade having specified characteristics compressive stength /target mean strength of 250kg/cm2 in design mix with minimum quantity of cement as specified in IRC code of 150mm cubes at 28 days curing after mixing and 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 12mm to 20mm sizes and proportion as specified in cluase 302.6.2 of IRC 21/1987 and IS 10262 and subject to mix design. whatever necessary including cost, conveyance royalities and all other taxes of all materials with all leads and lifts, cost of labour and T&P and machinaries etc. complete.
-
-
-
... More
Well Curbs
114.9
-
9573.5
... More
Well Caps.
222.9
-
8378.3
... More
Abutment & Pier Shaft
111.97
-
7291.86
... More
Railling & Post.
167.32
-
1953.7
... More
Wing Wall ,Tie Beam & Columns
11
-
12724.07
... More
Well Steining
2554.8
-
8530.5
... More
RCC of design mix of M-300 grade having specified characteristices compressive strength/target mean strength of 300kg/cm2 in design mix with minimum quantity of cement as specified in IRC code of 150mm cubes at 28days curing after mixing and 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 12mm to 20mm sizes and proportion as specified in cluase 302.6.2 of IRC 21/1987 and IS 10262 and subject to mix design. whatever necessary including cost, conveyance royalities and all other taxes of all materials with all leads and lifts, cost of labour and T&P and machinaries etc. complete.
-
-
-
... More
Road Kerb
23.01
-
10139.3
... More
Abutment & Pier Caps
15
-
8401.03
... More
Dirt Walls
13.75
-
9444
... More
Super Structure (C.S. Area)
283.58
-
15453.03
... More
Wearing coat.
47.06
-
6662.7
... More
Approach Slab
18.17
-
6662.7
... More
Cement concrete with M-150+10% extra cement on nominal mix to be used for bottom plugging having maximum compressive strength of 150kg/cm2 with mimum quantityof cement as specified in IRC code in work tests on 150mm cubes at 28days curing after mixing and 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 12mm to 20mm sizes and proportion as specified in cluase 302.6.2 of IRC 21/1987 and IS 10262 and subject to mix design. whatever necessary including cost, conveyance royalities and all other taxes of all materials with all leads and lifts, cost of labour and T&P and machinaries etc. complete. Bottom Plugging.
341.7
-
5100.9
... More
Cement concrete with M-150+10% extra cement on nominal mix to be used for Top plugging having maximum compressive strength of 150kg/cm2 with mimum quantityof cement as specified in IRC code in work tests on 150mm cubes at 28days curing after mixing and 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 12mm to 20mm sizes and proportion as specified in cluase 302.6.2 of IRC 21/1987 and IS 10262 and subject to mix design. whatever necessary including cost, conveyance royalities and all other taxes of all materials with all leads and lifts, cost of labour and T&P and machinaries etc. complete. Top Plugging.
71.3
-
4701.61
... More
Supply of HYSD bars confirming to grade S-415 cutting bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete (weight of binding wire shall not be considered for payment at all which will be borne by the contractor (standard CO-efficient of different sizes of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC-21/1987)
2471
-
7812.79
... More
Supplying, fitting, fixing in position Neoprene bearing of approved design & specification at the designed level including fixing with resin of required grade & strength/ holding down bolts of standard specification including cost conveyance taxes of all materials with cost of all labour T&P & other machineries required for the work complete in respects as per direction of the Engineer-in-Charge. The bearing should confirm to the latest MOST specification & IRC codes & should be tested before use( test certificate to be furnished)
320760
-
1.01
... More
Providing fitting & fixing expansion joints with M.S. Angles 75mm. X 75 mm. X 6 mm. at the edges of the slab with suitable anchoring arrangements by 12mm. M.S. Bars as per MOST design & drawing including fitting, fixing & welding with 6 mm. plates & filling joints of wearing coat with bitumen joint filler 12 mm. thick & joint sealing compound at top including painting of exposed surface of M.S. covered plates with anticorrosive bitumanstic paint etc. with cost, conveyance taxes of all materials labour & T&P etc. complete in all respects as per specification & direction of the Engineer-in-Charge.
30
-
2642.56
... More
Providing C.I. grating to holes in deck slabs size upto 15 cm dia for drainage of water including cost of materials & T&P required for the work as directed by the Engineer-in-Charge.
42
-
45.65
... More
Supplying and fixing of RCC Guard post of 150 mm dia and IM long in RCC (1:2:4) using 20mm down graded size h.g chips including all labours, materials ,carriage ,royality & taxes of etc. complete.
24
-
107.8
... More
Rough stone dry packing in aprons and revetments of desgned thickness on slope using 30cm and above size hard broken granite stones of approved quality free from weathering skin and from approved quarry including filling the interestices with small stones spalls etc. with cost, conveyance and royalty and with all leads and lifts and taxes of all materials and labour T&P etc. complete in all respects (the weight of each stone shall not be less than 50kg to 70kg) as per specification and direction of Engineer-in-charge.
481.69
-
1855.89
... More
Cement washing Two coats with cement to new work including cost of all materials and labours etc complete as per derection of Engineer-in-charge.
477.23
-
23.7
... More
Painting two coats by with enamel paint to wall surface after cleaning the surface of dirt, dust,oil, grease, efforescence including cost of all labour, all T&P required for the work as per drawing and technical specification under section 1700 of MORD.
208.7
-
33.3
... More
Earth work in excavation of foundation in all kinds of soil including moorum & stoney earth & gravel mixed with boulders with all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & required depth including shoring shuttering, propping bullah, pilling, dewatering from foundation supplying & working of pumps including hire & running charges of pumps & all machineries required for the work & providing coffer dam if required & stacking the excavated materials away from the working areas as directed by the Engineer-in -Charge complete as per specification & direction of the Engineer-in-charge, below bed level.
341.44
-
203.28
... More
Supplying & filling good clean river sand inside the well/approach road including watering to complete saturation & ramming complete with all leads & lifts including cost. Conveyance royality & taxes of all materials & cost of all labour & T&P required for the work complete ( measurement will be taken for compacted section as per direction of Engineer-in-Charge.)
3404.7
-
980.16
... More
Cement concrete (1:3:6) in foundation & plinth with 4cm. crusher broken granite metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator ,providing groove & beads where necessary including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge
179.4
-
5000.7
... More
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,803,1109,1202,1203 of MoRD
271.23
-
5103.8
... More
Providing Cement Concrete (1:2.5:5) in foundation and plinth using 12mm and down grade black hard granite crusher broken stone chips including hoisting and laying including all labour complete as per the direction of the EIC.
133.87
-
5010.9
... More
Providing Cement Concrete (1:2.5:5) in fSub Structure ,Nominal Mix & using 12mm and down grade black hard granite crusher broken stone chips including hoisting and laying including all labour complete as per the direction of the EIC.
79.75
-
5114.04
... More
Providing and laying reinforcement cement concrete NP-3 Pipe for culverts including fixing colar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonery works in head walls and parapets as per Clause 1100 of MORD specification and as per direction of Engineer-in-Charge.
-
-
-
... More
600 mm Dia HPC Single Row
15
-
2543.3
... More
1000 mm Dia HPC Single Row
15
-
5746.3
... More
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
224.07
-
1855.89
... More
Providing weep holes in the abutment & wing walls 8.00cm. X 23.00cm. size including metal spall backing 30cm X 30cm. size in rear complete as per the approved design & drawing including providing centering & shuttering with cost, conveyance, royality & taxes of all materials T&P articles etc. complete in all respects as per specification & direction of the Engineer-in-Charge.
201.6
-
107.8
... More
Providing & laying of fiter 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
38.66
-
2090.49
... More
Back filling in between abutments & wing walls including all costs, carriage & royality etc complete.
370.13
-
1297.56
... More
Clearing grass & removal of rubbish on both sides of the road to facilitate widening berms, disposal of stuff including all labours, T&P articles as per specification & direction of Engineer-in-Charge.
5000
-
1.87
... More
Earth work for road embankment in all kinds of good soil with 5 extra lead and initial lift including compacting and watering upto OMC rolling, earthwork with PEE in layers,complete in all respects as per specification & direction of the Engineer in Charge.
11151.85
-
255.53
... More
Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5 m 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 technical Specification.
1239.09
-
127.91
... More
Providing and laying good quality of moorum in sub base in layer not exceeding 22.5cm watering and compaction including hire and running charges of PRR etc. complete.
1000.5
-
1384
... More
Providing 75mm. compacting thickness metalling with following size of metal including cost, conveyance, royalty & taxes including cost of T&P articles required for the work etc. complete & labour for spreading & laying metal of all sizes in layers to proper camber & grade including hand packing & compacting with PRR conveying moorum from stacks,filling the interstics spreading the same over the metalled surface in required quantities watering,including carriage of water consolidating with PRR including hire & running charges of PRR & all other machineries cost & conveyance of water T&P articles excluding the cost of metal & moorum required for the work etc. complete as per specification & direction of the Engineer-in-Charge
-
-
-
... More
WBM Grading-II
341.63
-
2605.4
... More
WBM Grading-III
154.13
-
2673.69
... More
Providing & applying primer coat with bituminous emulsion on prepared surface of granular sub-base including clearing of road surface & sparying primerat the rate of 0.6Kg/sqm using mechanical means as per Clause 502 of MOSRT&H Specifications for Road & Bridge works ( 4th revision )
2055
-
20.46
... More
Providing bituminous Tack Coat of bituminous materials @ 4.00kg/ 10 Sqm on existing mettaled surface including cleaning the surface including primer coat with cost,carriage, royality of all materials , hire & running charges of mechinaries, T & P etc complete as directed by the Engineer in charge and as per MORTH Technical Specification Clause No. 503 and 501.
2055
-
10.82
... More
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using S-60/70 penetration grade bitumen 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 as per Technical Specification Clause 508 of MoRD including cost, lead, lift royality and taxes of all materials, hire & running charges of mechinaries , T &P etc complete and as per direction of the Engineer -in- charge.
2055
-
163.03
... More
Providing & applying premix seal coat using 0.06 cum of 6mm. Size chips & down graded as per sieve analysis & good river sand & 6.8 kg. of bitumen for 10sqm including hire & running charges of mechinaries , labour, T&P required for the work as per specification & direction of Engineer-in-Charge.
2055
-
65.9
... More
Construction of un-reinforced, and construction joint only, 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 25 mm, 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 formwork 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 bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause
475
-
6333.82
... More
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.
1000
-
18.52
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