Rural Development Department Tender
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Costs
EMD
₹ 4,98,680Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CERWI_87178_1Bid Award Id
ViewTender No
BRIDGE TENDER ONLINE RWCSBP-32/2022-23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://omms.nic.in/
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BOQ Items
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Laying for Sub - base in layers not exceeding 100mm watering and compacting to the required density in O.M.C with PRR but excluding cost and conveyance of sub base materials.
77.18
57128
740.2
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Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
-
-
-
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WMM
61.65
97058
1574.34
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per the direction of the Engineer-in-charge & as per clause 502 of MoRD specification of Rural Roads (1st Revision )
411
14537
35.37
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per the direction of the Engineer-in-charge & as per clause 503 of MoRD specification of Rural Roads (1st Revision )
411
7492
18.23
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Fine dressing & turfing including transportation of turfs by mechanical means with all leads & lifts & placing of turfs in position and ramming with thapies including watering and cost of labour and all materials etc. complete as per the direction of the Engineer-in-charge.
360
6890
19.14
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Providing & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 504 of MOSRT&H Specification for Road & Bridge works (4th Revision)
54.76
345020
6300.6
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Providing & laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MOSRT&H Specification for Road & Bridge works (4th Revision)
45.38
395880
8723.67
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Earthwork in excavation for foundation of structures in all kinds of soil upto 3 m depth as per drawing includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, and disposal up to a lead of 50m, dressing of sides and bottom and backfilling with excavated suitable materials and as per direction of Engineer-in-charge.
81.12
17828
219.78
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Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per direction of Engineer-in- charge & & as per clause 614 of MoRD specification for Rural Roads (1st Revision)
51.2
5475
106.95
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Earthwork in excavation in cutting in all kind of soil within the initial lead and lift including rough dressing and breaking clods to maximum 5cm to 7cm andlaying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in Charge.
834.88
152908
183.15
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Overburden
-
-
-
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Labour for fitting ,fixing cutting edge including cladding including cost &carriage of all materials etc. as per direction of the engineer-in-charge.
282.58
3245256
11484.38
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Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil including cost &carriage of all materials etc. including cost &carriage of all materials etc. as per direction of the engineer-in-charge.
-
-
-
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Up to 10.00 mtr depth
-
-
-
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7.50 m dia
9.75
207318
21263.41
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6.50 m dia
17.22
297465
17274.41
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Labour for sinking of wells of diametre 6.5mt/7.5mt in soft rockl including cost &carriage of all materials etc. including cost &carriage of all materials etc. as per direction of the engineer-in-charge.
-
-
-
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7.50 m dia
1
224435
224435.36
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6.50 m dia
2
339188
169594.48
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Labour for sinking of wells of diametre 6.5mt/7.5mt in hard rockl including cost &carriage of all materials etc. including cost &carriage of all materials etc. as per direction of the engineer-in-charge.
-
-
-
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7.50 m dia
0.8
409091
511364.08
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6.50 m dia
1.6
618259
386412.03
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Levelling Hard rock surface under wells for piers & abutments including cost &carriage of all materials etc. including cost &carriage of all materials etc. as per direction of the engineer-in-charge.
115.43
18216
157.81
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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 clause 800,900,1200 & 1800 of MoRD Specification for Rural Roads (1st Revision). & as per the direction of the Engineer-in Charge .
-
-
-
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with de-watering
40.08
180653
4507.32
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Cement concrete (1:2:4) in foundation & plinth with 2cm. 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 clause 800,900,1200 & 1800 of MoRD Specification for Rural Roads (1st Revision). & as per the direction of the Engineer-in Charge .
-
-
-
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with de-watering
144.1
598091
4150.53
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RCC of design mix of M-20grade having specified characteristics compressive strength/ target mean strength of 200kg./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. 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) as per clause 800,900,1200 & 1800 of MoRD Specification for Rural Roads (1st Revision). & as per the direction of the Engineer-in Charge .
-
-
-
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Well steining
340.32
2748557
8076.39
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RCC of design mix of M-250grade having specified characteristics compressive strength/ target mean strength of 250kg./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) as per clause 800,900,1200 & 1800 of MoRD Specification for Rural Roads (1st Revision). & as per the direction of the Engineer-in Charge .
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-
-
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Well curb
67.16
649443
9670.1
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Wellsteining
164.93
1386319
8405.5
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Railing & Post
218.34
553513
2535.1
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RCC of design mix of M-300grade 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) as per clause 800,900,1200 & 1800 of MoRD Specification for Rural Roads (1st Revision). & as per the direction of the Engineer-in Charge .
-
-
-
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Up to Bed Level
197.44
1227050
6214.8
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Abutment & pier
363.36
2525791
6951.21
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Abutment & pier cap
14.72
121712
8268.48
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Well Cap
168.76
1395392
8268.5
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Kerbs
14.46
150038
10376.1
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Dirt wall
11.57
110297
9533.06
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Super structure
451.96
8940049
19780.62
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Approach slab & Wearing Coat
78.94
428341
5426.17
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Cement concrete of M-150 using 10 % extra cement for bottom plugging having maximum compressive strength of 150 kg./cm2 ( test to be conducted) on 150 mm. cubes tested at 28 days including curing (tests conducted in accordance with IS-456 & IS-516) & conforming to clause-302 of IRC 21/1987 using clean crusher broken hard granite coarse aggregate of 40 mm. size down grade of approved quality to be protested in the laboratory) obtained from approved quarry the proportion mix, grading conforming to relevant ISI/IRC codes including hoisting, lowering concrete in layers not exceeding 150 mm. thick each compacting with vibrator watering & curing for 28 days centering shuttering & finishing the exposed surface smooth providing grooves & beads where necessary including cost, conveyance royality & taxes of all labour machineries etc. required for the work complete in all respects including dismantling the centering & shuttering as per clause 800,900,1200 & 1800 of MoRD Specification for Rural Roads (1st Revision). & as per the direction of the Engineer-in Charge .
-
-
-
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Foundation
160.53
727857
4534.09
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Cement concrete of M-150 (1:2:4) top plugging having maximum compressive strength of 150 kg./cm2 ( test to be conducted) on 150 mm. cubes tested at 28 days including curing (tests conducted in accordance with IS-456 & IS-516) & conforming to clause-302 of IRC 21/1987 using clean crusher broken hard granite coarse aggregate of 40 mm. size down grade of approved quality to be protested in the laboratory) obtained from approved quarry the proportion mix, grading conforming to relevant ISI/IRC codes including hoisting, lowering concrete in layers not exceeding 150 mm. thick each compacting with vibrator watering & curing for 28 days centering shuttering & finishing the exposed surface smooth providing grooves & beads where necessary including cost, conveyance royality & taxes of all labour machineries etc. required for the work complete in all respects including dismantling the centering & shuttering as per clause 800,900,1200 & 1800 of MoRD Specification for Rural Roads (1st Revision). & as per the direction of the Engineer-in Charge .
-
-
-
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Foundation
27.78
115301
4150.53
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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) as per clause 1001 of MORD specification for Rural Roads (1st Revision) & as per direction of Engineer-in -Charge.
2100
19212984
9149.04
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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.) as per clause 1205.11 of MORD specification.
468.42
214653
458.25
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Back filling behind abutment, wing and return wall complete as per drawings and technical specification of MoRD and as per the direction of the Engineer-in-charge.
383.3
251486
656.11
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Construction of RCC guard posts of 200 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate,true to line and grade,tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and as per the direction of the Engineer-in-charge.
200
180754
903.77
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Providing ,fitting, fixing neoprenen bearing including cost & taxes etc. as per drawing and as per the direction of the Engineer-in-charge.
307200
310272
1.01
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Providing ,fitting, fixing C.I. graded holes in deck slab including cost & taxes etc. as per drawing and as per the direction of the Engineer-in-charge.
56
2457
43.89
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Providing 600mm thick filter media in the rear of abutment and wing walls with 5cm size and down graded hand broken granite metal of approved quality from approved quarry including cost, conveyance, royality and taxes of all materials T&P articles required for the work etc complete as per Clause 1302.3 of MoRD specification for Rural Roads (1st Revision).
129.29
203879
1576.92
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Providing fitting & fixing stripseal 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 as per clause 1403 of MoRD specification.
37.5
345973
9225.96
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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 & Clause 1300 of of MoRD Specification for Rural Roads (1st Revision).
286.06
407235
1423.6
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Painting two coats over a coat on concrete surface with waterbased cement paint to unplastered concrete surfaces etc. complete as per specification & direction of Engineer-in Charge.
-
-
-
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Waterbased cement paint
2000
51420
25.71
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Painting two coats with enamel paints including all cost , carriage & royality etc completet to unplastered concrete surfaces etc. complete as per specification & direction of Engineer-in Charge.
-
-
-
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Waterbased cement paint
568.8
19913
35.01
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Fixing anchor bars upto 25mm to38mm dia to the foundation of piers & abutments after drilling holes grouting with cement mortar as per approved proportion etc all complete but excluding cost of rods.
129
11964
92.75
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Earth work in stoney earth within 50m intial lead and 1.5m intial lift including rough dressing and breaking clods to max 5cm to 7cm and laying in layers not exceeding .3m in depth etc complete.
222
57011
256.81
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Dismantling brick or stone masonary in lime or cement mortor under 3 Metre hight including stacking the usefull materials for reuse and removing debris with in 50 M lead
87.26
101370
1161.71
... More
Providing and fixing of typical BSY citizen information board as per MORD specifications and drawing. Three SS Plates of 50x5mm mm thick, back plate duly welded with 75mm dia steel tubes back on edges as per drawings. The upper & lower plate will be welded with SS flat iron frame of 50mmx5mm. The steel tubes duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm below ground level.All SS. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be as per Drawing Clause 1701 and Annexture 1700.1.
2
30000
15000
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