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_73650_16Bid Award Id
ViewTender No
ROAD TENDER ONLINE RWCSBP-31/2021-22Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://omms.nic.in/
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BOQ Items
... More
All kinds of soil
7854.84
-
117.08
... More
DI Rock
2244.24
-
398.8
... More
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.
3538.29
-
696.08
... More
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.
-
-
-
... More
W.B.M Garde-II (63mm - 45mm size)
1409.83
-
1974.09
... More
W.B.M Garde-III (53mm - 22.4mm size)
1381.7
-
2048.41
... More
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.
18118.7
-
27.88
... More
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.
18118.7
-
9.81
... More
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.
18118.7
-
176.91
... More
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.
18118.7
-
75.92
... More
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.
1464.3
-
18.69
... 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.
1383.92
-
188.79
... More
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).
321.3
-
633.43
... More
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.
11221.2
-
30.05
... More
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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Foundation
128.7
-
4655.47
... More
Sub-Structure
732.85
-
4850.69
... 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.
-
-
-
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600mm dia S/R
127.5
-
2485.48
... More
1000mm dia S/R
30
-
5979.69
... More
1000mm dia D/R
15
-
5979.69
... More
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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Foundation
139.06
-
4237.72
... More
Drain Base
8.1
-
4469.69
... More
Cutoff wall
299.56
-
6522.7
... More
Drain Super-Structure
9
-
6775.14
... More
Providing Cement Concrete (1:2:4) for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
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P.C.C.
69.59
-
6073.84
... More
R.C.C. work of M-20 using 20mm and down graded chips including cost of all materials labour T&P etc complete.
-
-
-
... More
Foundation
39.09
-
5015.58
... More
Drain Slab
1.08
-
5409.92
... More
Hunch, Guard Post
26.89
-
7156.63
... More
Kerb, Wing wall
15.99
-
7915.2
... More
Deck Slab Super-Structure
26.78
-
5786.57
... More
Providing R.C.C. M-25 with nominal size stone aggregate in foundations upto a depth of 1.5m below ground level and upto a height of 1.5m above ground level / bed level including cost and conveyance of all materials to site, and all labour charges complete as per Clauses 1000/1500/1700/2200 of MOST Specifications.
6.48
-
6572.24
... More
Foundation
3.12
-
7558.46
... More
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).
3.51
-
6093.91
... More
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).
102.16
-
9037.77
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
15.47
-
1460.56
... More
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).
25.35
-
2425.68
... More
Providing Weep Holes as per approved Drawing & Technical Specifications and as per Section 2700 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
271.2
-
103.62
... More
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).
43.48
-
1828.6
... More
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).
14.28
-
2204.82
... More
Providing expansion joint filler board to concrete joints
15.54
-
1109.24
... More
Cement painting two coats over a coat of cement wash of approved shade for finished item of work as per the direction of the Engineer-in-charge.
30.35
-
41.14
... More
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.
6.07
-
197.57
... More
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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5th Kilometer stone (Precast)
1
-
3185.15
... More
Ordinar kilometer stone(Precast)
5
-
1895.99
... More
200 Mtr. Stone(Precast)
22
-
579.85
... More
200 mm dia RCC Guard Post
162
-
551.67
... More
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.
-
-
-
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Providing fitting and fixing of MMSY Logo Board
2
-
6624.9
... More
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
15
-
1469.27
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(b) 60 cm circular
20
-
1433.2
... More
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 ang
-
-
-
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Citizen information sign board
2
-
11276
... More
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.
384.75
-
6443.55
... More
Routine Maintenance for 1st 5 year
-
-
-
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Restoration of rain cuts with soil, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MORD technical specifications Clause 1902 by manual means as per direction of the Engineer in charge
-
-
-
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1st year Routine Maintenance
18.9
-
290.23
... More
2nd year Routine Maintenance
94.5
-
290.23
... More
3rd year Routine Maintenance
189
-
290.23
... More
4th year Routine Maintenance
204.12
-
290.23
... More
5th year Routine Maintenance
368.56
-
290.23
... More
Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MORD technical specification Clause 1903 as per direction of the Engineer in charge.
-
-
-
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1st year Routine Maintenance
226.8
-
35.48
... More
2nd year Routine Maintenance
151.2
-
35.48
... More
3rd year Routine Maintenance
302.4
-
35.48
... More
4th year Routine Maintenance
789.75
-
35.48
... More
5th year Routine Maintenance
2808
-
35.48
... More
Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903.
-
-
-
... More
1st year Routine Maintenance
226.8
-
14.48
... More
2nd year Routine Maintenance
151.2
-
14.48
... More
3rd year Routine Maintenance
302.4
-
14.48
... More
4th year Routine Maintenance
789.75
-
14.48
... More
5th year Routine Maintenance
2808
-
14.48
... More
Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type C as per MORD technical specification Clause 503,508,510,1904 as per direction of the Engineer in charge.
-
-
-
... More
1st year Routine Maintenance
450.36
-
270.31
... More
2nd year Routine Maintenance
594
-
270.31
... More
3rd year Routine Maintenance
915.41
-
270.31
... More
4th year Routine Maintenance
891
-
270.31
... More
5th year Routine Maintenance
455.63
-
270.31
... More
Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 of MORD and as per direction of the Engineer in charge.
-
-
-
... More
1st year Routine Maintenance
5
-
1297.98
... More
2nd year Routine Maintenance
5
-
1297.98
... More
3rd year Routine Maintenance
5
-
1297.98
... More
4th year Routine Maintenance
5
-
1297.98
... More
5th year Routine Maintenance
5
-
1297.98
... More
Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 of MORD as per direction of the Engineer in charge.
-
-
-
... More
1st year Routine Maintenance
5.4
-
1184.82
... More
2nd year Routine Maintenance
5.4
-
1184.82
... More
3rd year Routine Maintenance
5.4
-
1184.82
... More
4th year Routine Maintenance
5.4
-
1184.82
... More
5th year Routine Maintenance
5.4
-
1184.82
... More
Maintenance of 200 metre, km stones & 5th Km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 of MORD as per direction of the Engineer in charge.
-
-
-
... More
1st year Routine Maintenance
5.4
-
697.45
... More
2nd year Routine Maintenance
5.4
-
697.45
... More
3rd year Routine Maintenance
5.4
-
697.45
... More
4th year Routine Maintenance
5.4
-
697.45
... More
5th year Routine Maintenance
5.4
-
697.45
... More
Cutting of branches of trees from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.
-
-
-
... More
1st year Routine Maintenance
27
-
125.16
... More
2nd year Routine Maintenance
27
-
125.16
... More
3rd year Routine Maintenance
27
-
125.16
... More
4th year Routine Maintenance
27
-
125.16
... More
5th year Routine Maintenance
27
-
125.16
... More
Cutting of shurb from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.
-
-
-
... More
1st year Routine Maintenance
216
-
7.65
... More
2nd year Routine Maintenance
216
-
7.65
... More
3rd year Routine Maintenance
216
-
7.65
... More
4th year Routine Maintenance
216
-
7.65
... More
5th year Routine Maintenance
216
-
7.65
... More
Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908 of MORD as per direction of the Engineer in charge.
-
-
-
... More
1st year Routine Maintenance
2
-
2422.89
... More
2nd year Routine Maintenance
2
-
2422.89
... More
3rd year Routine Maintenance
2
-
2422.89
... More
4th year Routine Maintenance
2
-
2422.89
... More
5th year Routine Maintenance
2
-
2422.89
... More
Triming of grass and weeds from the shoulder/berms and disposal the same to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge
-
-
-
... More
1st year Routine Maintenance
1458
-
2.55
... More
2nd year Routine Maintenance
1458
-
2.55
... More
3rd year Routine Maintenance
1458
-
2.55
... More
4th year Routine Maintenance
1458
-
2.55
... More
5th year Routine Maintenance
1458
-
2.55
... More
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915 as per direction of the Engineer in charge.
-
-
-
... More
1st year Routine Maintenance
74.4
-
27.75
... More
2nd year Routine Maintenance
74.4
-
27.75
... More
3rd year Routine Maintenance
74.4
-
27.75
... More
4th year Routine Maintenance
74.4
-
27.75
... More
5th year Routine Maintenance
74.4
-
27.75
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