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_75249_1Bid Award Id
ViewTender No
ROAD TENDER ONLINE RWCSBP-392/2021-22Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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All kinds of soil
42710.07
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117.08
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DI Rock
9152.16
-
398.8
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Stony earth
6406.51
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245.35
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Construction of Granular sub-base by providing, well graded materials spreading in uniform layers not exceeding 100mm. on prepared surface, mixing by mix in place method if required to achive PI Value less than 6 and compacting at OMC with smooth wheel roller to achive the desired density. complete as per Technical Specification clause 401 of MoRD and as per direction of Engineer-in-charge.
4360.68
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916.68
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Providing & laying, spreading and compacting stone agregates of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing rolling with three wheel roller 80/100kn static roller in stages to proper grade and camber , applying & brooming crushable screening like moorum / sand moorum admixture to fill-up the interstics of coarse agregate watering and compacting to required density as per technical specification clause-405 of MORD by Mannual Means & as per direction of Engineer-in-Charge.
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-
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W.B.M Garde-II (63mm - 45mm size)
1875.06
-
2269.19
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W.B.M Garde-III (53mm - 22.4mm size)
1547.4
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2348.16
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Providing & applying the primer coat with Bitumen Emulsion (SS-1) on prepared Surface of Granular base including cleaning of road Surface & spraying primer at the rate of 0.60kg/sqm using mechanical means as per technical specification Clause-502 of MoRD & as per direction of Engineer-in-Charge.
19890.14
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27.08
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Providing & applying the tack coat with Bitumen Emulsion (RS-1) using emulsion distributor @ 0.20Kg/Sqm on the prepared granular surface treated with primer and cleaned with mechnial broom as per technical specification Clause 503 of MoRD & as per direction of Engineer-in-Charge.
19890.14
-
9.54
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Providing, laying & rolling of the open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6 mm aggregates using S-65 penetration grade bitumen @ 14.6Kg/10Sqm to required line grade & level to serve as wearing coarse on a previously prepared base including mixing in a suitable plant laying and rolling with a three wheel 80-100KN static roller capacity finished to required level and grades to be followed by seal coat of Type B as per technical specification Clause-506 of MORD by Mannual Means & as per direction of Engineer-in-Charge.
19890.14
-
192.08
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Providing & laying 6mm thick precoated seal coat Type-C using 0.06 Cum of 6.7mm size chips as per sieve analysis and 6.8Kg of S-65 grade bitumen per 10 Sqm. including hire and running chages of PRR, hot mix plant, tar boiler and all other T&P articles by manual means as per technical specification Clause 508 of MoRD and as per direction of Engineer-in-Charge.
19890.14
-
81.55
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Furnishing and laying of live sods of perennial turf forming Grass on embankment slope, verges or other locations shown on the drawing including ransportation of turfs by mechanical means with all leads & lifts and placing of turfs in position and ramming with thapies including watering and cost of labour & all materials etc. complete as per direction of Engineer - in - charge.
1047.75
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18.69
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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.
2488.33
-
164.64
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Sand filling in Road work & foundation of structure as per approved Drawing & Technical Specifications and as per Section - 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
461.82
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866.33
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
29897.05
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30.05
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Providing and laying PCC (1:3:6) as per approved specification and design using 40 mm size crusher broken hard granite aggregates including preparation of form work preparation of mix in mixture machine, laying, compacting by vibrator, finishing and curing with all cost including cost of labour, material, machinaries, cost of transportation, hire charges, royality and taxes etc. complete as per MoRD Technical Specification and direction of the Engineer-in-Charge
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-
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Foundation
63.95
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4975.72
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Sub-Structure
315.18
-
5170.94
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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.
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-
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1000mm dia S/R
37.5
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5872.4
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1000mm dia D/R
75
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5872.4
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Providing Plain Cement Concrete M15 grade using 40mm size and down graded crusher broken hard granite stone aggregate of approved quality from approved quarry,using branded cement including rigid steel centring formwork including hoisting, lowering and laying in position in layers with proper packing and ramming by means of vibtator to proper slope and level incuding watering and curing with cost conveyance, royalty and taxes of all materials required for the work including hire and running charges of machineries required for the work including all labour , T&P for the work ect. complete in all respect as per the specification and direction of the Engineer – in – charge.
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-
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Foundation
322.45
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4535.47
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Sub-Structure
403.84
-
6820.44
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Drain wall
144
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6820.44
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Drain Base
285
-
4767.44
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R.C.C. work of M-20 using 20mm and down graded chips including cost of all materials labour T&P etc complete.
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-
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Foundation
250.26
-
5310.37
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Sub-Structure
183.83
-
7451.42
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Sub-Structure
58.81
-
8209.99
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Super-Structure
148.14
-
6081.36
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R.C.C. M-30 grade in wearing coat including steel of C.D. work as per approved drawing & technical specifications and as per Section -1500, 1700 & 2700 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
20.07
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6377.42
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Steel reinforcement works using HYSD as per approved Drawing & Technical Specifications and as per Section -1600 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
512.82
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8919.78
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Rough stone dry masonry with sand grouted for the walls with hard granite stones as per approved Drawing & Technical Specifications and as per Section -1400 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
171.29
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2919.38
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Providing Weep Holes as per approved Drawing & Technical Specifications and as per Section 2700 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
198.42
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104.36
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Providing and laying Filter Media with stone aggregates of 45mm size HB Stone satisfying requirements laid down in as per approved Drawing & Technical Specifications and Clause 2504.2.2 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
189
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2100.63
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R.C.C. M-30 grade in Railing of Culvert / Bridge for rails panel in 2 ties as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
81.72
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2208.92
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Cement washing two coats with 1st mark cement paint of approved quality to exterior surface of bridge proper including watering, curing, cost and conveyance of all materials etc. complete as per the direction of the Engineer-in-Charge.
173.66
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39.87
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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.
34.74
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197.57
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ROAD APPURTENANCES
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Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical specification Clause 1703 of MORD and as per direction of Engineer-in-charge.
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-
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5th Kilometer stone (Precast)
1
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3290.67
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Ordinar kilometer stone(Precast)
7
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1969.17
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200 Mtr. Stone(Precast)
28
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590.73
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200 mm dia RCC Guide Post
210
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599.67
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Providing and fixing of typical informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be we be welded to 2 nos. 75mmX75mm of12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade block of 450mm X450mmmm X600mm ,600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmX 47mm of 12 SWG steel plate tube. All M.S will be stove embelded on both sides .Lettering and printing arrows border etc. will be painted with ready mixed synthetic enamelpaint of superior quality in required shade andcloure.All sections of framed posts and steel tube will be painted with primer and two coat of epoxy paint as per drawing clause 1701 and Annexure 1700.1s per direction of Engineer-in-Charge.
2
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6699.93
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Supplying, fitting, fixing of roads sign board as per approve drawing including cost, conveyance, royality, taxes of all materials, labour, T & P etc. providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC: 67-2010 made of A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides as per requirement in table 6.1 of IRC-67/2010 and as per technical specifically of clause 801.3 supported on a mild steel angle iron post 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 40cm x 40cm x 60cm. 60cm below ground level as per approved drawing including excavation, curring etc. complete as per MoRD Technical Specification Clause 1701 and as per direction of Engineer-in-charge.
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(a) 90 cm equilateral triangle
12
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1506.79
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(b) 60 cm circular
18
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1470.72
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Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
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-
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Citizen information sign board
2
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11615
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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 M-30 (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 as per MoRD technical specification Clause 1501 and as per direction of Engineer-in-Charge.
844.69
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6250.16
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