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_84633_1Bid Award Id
ViewTender No
Online Tender/16/SERWD PHULBANI/2022-23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
GEM & Bid Advisory Services
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Documents
Online transfer of cost of tender paper, Valid GSTIN, PAN Card, Affidavit, Registration Certificate, Bid Declaration Certificate with other required documents as per the DTCN Clause
BOQ Items
Filling in foundation and plinth with sand watered and rammed as per drawing and technical specification etc. complete, as per direction of Engineer-in-Charge(AR-2006, P NO - 08).
67.69
-
367.37
Rough stone dry packing in aprons and revetments 30 Cm. and above size with H.G. Stones with cost & conveyance of all material, royalty and taxes of all materials, cost of labour, T&P required for the work etc. complete as per direction of the Engineer-in-Charge (AR-2006,P No.79).
37.8
-
1441.02
Earthwork in excavation of foundation work in oridinary soil within 50m.initial lead and 1.5m. initial lift including rough dressing and breaking clods to maximum 5Cm. to7C.m., and laying in layers to exceeding 0.3m., in depth with cost & conveyance of all material, royalty and taxes of all materials, cost of labour, T&P required for the work etc. complete as per direction of the Engineer-in-Charge (AR-2006,P .No-08).
433.07
-
148.52
Labour for laying 20mm thick premix carpet using 0.27cum of 13.2mm to 5.6mm crusher 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 excluding / including cost and conveyance of chips and bitumen complete as per specification and direction of the Engineer-in- charge (AR-2006, P No. 147)
187.5
-
207.07
Labour for laying 6mm thick precoated seal coat Type-B using 0.06 cum of 6.7mm size chips as per sieve analysis and 6.8Kg of bitumen per 10sqm.including hire and running charges of PRR, hot mix plant, tar boiler and all other T&P articles including/ excluding cost and conveyance of chips and bitumen A/R P No-149
187.5
-
82.89
Gravel backing to revetments with cost & conveyance of all material, royalty and taxes of all materials, cost of labour, T&P required for the work etc. complete as per direction of the Engineer-in-Charge (AR-2006,P No.82).
18.9
-
696.26
Labour for laying sub-base in layers not exceeding 225mm watering and compaction to the required density in O.M.C with Vibratory Roller but excluding cost and conveyance of sub base materials AR 2006 P No 154
26.25
-
463.71
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoRT&H Specifications for Road & Bridge works (4th Revision) AR P No- 157
428.63
-
129.13
A) Grading-II - Using crushable type such as moorum or gravel AR P No 163
11.25
-
1868.1
(A) Grading-III - Using crushable type such as moorum or gravel AR 2006 P No 165
14.06
-
1949.73
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Clause 502 of MoSRT&H Specifications for Road & Bridge works (4th Revision). A/R P No-167
187.5
-
35.81
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Clause 503 of MoSRT&H Specifications for Road & Bridge works (4th Revision) A/R P No-168
187.5
-
12.56
(Clubbed Item)R.C.C. work of M-25 grade with 20mm & down grade size black hard granite (crusher broken) chips including hoisting and laying. AR 2006 P No 50 Add Rigid and smooth centering and shuttering for R.C.C. works including false work and dismantling them after casting including cost of materials complete in ground floor IV) R.C.C. foundation and plinth band, footings,bases of columns, mass concrete, precastslabs etc. AR.2006 P. NO-54
73.74
-
6269.53
(Clubbed Item)R.C.C. work of M-25 grade with 20mm & down grade size black hard granite (crusher broken) chips including hoisting and laying. AR 2006 P No 50 Add Rigid and smooth centering and shuttering for R.C.C. works including false work and dismantling them after casting including cost of materials complete in ground floor VII)R.C.C. walls and fins including attached pillasters.AR.2006 P. NO-55
64.17
-
8910.26
(Clubbed Item)R.C.C. work of M-25 grade with 20mm & down grade size black hard granite (crusher broken) chips including hoisting and laying. AR 2006 P No 50 Add Rigid and smooth centering and shuttering for R.C.C. works including false work and dismantling them after casting including cost of materials complete in ground floor i) R.C.C. Floor & roof slabs, landings, balconies, projecting sun-shades and chajjas upto 4.3m height AR 2006 P No 53
71.61
-
7270.84
(Clubbed Item)R.C.C. work of M-30 grade with 20mm and down grade black hard granite (crusher broken) stone chips including hoisting and laying AR 2006 P No 51 Add Rigid and smooth centering and shuttering for R.C.C. works including false work and dismantling them after casting including cost of materials complete in ground floor i) R.C.C. Floor & roof slabs, landings, balconies, projecting sun-shades and chajjas upto 4.3m height AR 2006 P No 53
11.31
-
6409.22
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical A/R P No-264
119.8
-
106.6
Providing and laying of Filter media with stone crushed aggregates of 45 mm size satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. AR 2006 P No-266
53.76
-
2794.66
Supplying ,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification. AR 2006 P No 52
15.51
-
100613.51
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