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_81881_1Bid Award Id
ViewTender No
BRIDGE TENDER ONLINE RWCSBP-18/2022-23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
i) For 7.5m dia abutment wells
20
-
21263.41
ii) For 7.00 mtr dia piers wells.
40
-
19177.38
From 10.00m to 11.00 m depth
-
-
-
i) For 7.5m dia abutment wells
2
-
21536.97
ii) For 7.00 mtr dia piers wells.
4
-
19424.01
From 11.00m to 12.00 m depth
-
-
-
i) For 7.5m dia abutment wells
1.71
-
21810.53
ii) For 7.00 mtr dia piers wells.
4
-
19670.64
From 12.00m to 13.00 m depth
-
-
-
i) For 7.5m dia abutment wells
0.71
-
22084.09
ii) For 7.00 mtr dia piers wells.
2.58
-
19917.27
From 13.00m to 14.00 m depth
-
-
-
ii) For 7.00 mtr dia piers wells.
1.58
-
20163.9
From 14.00m to 15.00 m depth
-
-
-
i) For 7.00 mtr dia piers wells.
1
-
20410.53
From 15.00m to 16.00 m depth
-
-
-
i) For 7.00 mtr dia piers wells.
1
-
20657.16
B) In Soft rock
-
-
-
i) For 7.5m dia abutment wells
11.41
-
223639.79
ii) For 7.0m dia. pier wells
12.3
-
194815.1
B) In Hard rock
-
-
-
i) For 7.5m dia abutment wells
1.2
-
449955
ii) For 7m dia. pier wells
2.3
-
391960.8
Supplying & fitting fixing in position steel cutting edge as per approved design & drawing weighing not less than 80kg. per meter including steel cladding using M.S.Angles/ rods, plates bolts & nuts, rivets complete wherever necessary including bending to size & shape drilling holes riveting welding bolting etc. complete in all respects confirming to relevant IRC codes & ISI specification including cost conveyance & all taxes of all materials, labour & T&P & all machineries etc. required for the work with all leads & lifts complete in position in all respects (cutting edge to be placed at the level of the bottom of well cap indicated in Drg. or 150 mm. above L.W.L. as specified in the Drg. or as per written order of the Engineer-in-Charge.
62.84
-
103939.93
Cement concrete with M-150+10% extra cement on nominal mix to be used for bottom plugging having maximum compressive strength of 150 kg./cm2 with minimum quantity of cement as specified in IRC code in work tests on 150 mm. cubes at 28 days curing using cement as per CL 710-7 of IRC-78/1983 after mixing & tests conduct in accordance with IS 456 & IS-516 with crusher broken hard granite coarse aggregate of 40 mm. size down graded in conformity with clause-302.6.2 of IRC-21/1987 of approved quality (test in laboratory) from approved quarry & concrete laid in continuous operation using tremie pipes or skip boxes upto required depth including lowering, hoisting & laying in layers of 150 mm. thick with cost, conveyance royalty & other taxes of all materials, labour hire charges of all T&P & machineries required for the work complete in all respect. (in case of grouted concrete the grout mix shall not be leaner than 1:2) (Recuperation test may have to be done if directed by Engineer-in-Charge).
-
-
-
(i) Bottom plugging
364.3
-
4516.55
Cement concrete of M-150 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 pre-approved including arranging of reinforcement as per approved drawing 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 specification & direction of Engineer-in-Charge.
-
-
-
(i) Top plugging
56.6
-
4204.89
RCC of design mix of M-25grade 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)
-
-
-
Well Curb
167.6
-
9042.4
Well Steining
387.3
-
7954.8
RCC railing
268.6
-
2112.42
RCC of design mix of M-200grade 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)
-
-
-
Well Steining
2352.8
-
7599.95
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)
-
-
-
Abutment & pier well cap
315.7
-
7818.8
Abutment & Pier shaft
214.2
-
6685.9
Abutment & pier cap
17.4
-
7818.8
Dirt wall
17.6
-
8906.4
Superstructure
557.5
-
18916.2
Wearing Coat
71.2
-
6006.15
Approach slab
15.8
-
5553
Return wall (vertical portion)
90.35
-
7818.8
Cantilever portion
24.4
-
12330.05
Providing HYSD bars confirming to approved grade F-415 including all labours for 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 with Cess in all respect (weight of binding wire shall not be considered for payment at all which will be borne by the contractor) as per specification and direction of the Engineer in charge.
3095.76
-
8524.37
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)
460800
-
1.01
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.
45
-
9225.97
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.
70
-
43.89
Filling in Foundation Trenches with sand as per drawing and technical specification and as per the direction of the Engineer-in-charge.
1736
-
330.85
Cement washing two coats including all cost , carriage & royality etc complete
1078.57
-
32.7
Providing and applying two coats of Enamel paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm
976.39
-
161.78
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
7.88
-
5330
PCC (M 15) using 12mm size h.g. chips including all cost , carriage & royality etc complete
216.27
-
4204.89
Back filling in between abutments & wing walls including all costs, carriage & royality etc complete.
350.23
-
598.21
Drainage Spouts complete as per drawing and Technical specification
70
-
816.05
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.
90
-
137.95
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 as per specification and direction of the Engineer-in-charge including cost, conveyance royalty and taxes of all materials T&P articles required for the work etc. complete.
110.87
-
1740.8
Earth work in cutting overburden earth in all kinds of soil within iniatial lead & lift including rough dressing , breaking clods etc complete.
116.18
-
179.3
Providing and laying of Filter media with stone crushed aggregate including cost, conveyance royalty and taxes of all materials T&P articles required for the work etc. complete as per specification and direction of the Engineer-in-charge
107.98
-
1740.8
Providing Rough stone dry packing / pitching in slope, protection walls, approns and revetments to designed thickness using hard granite stones of required size of approved quality from approved quarry including quarrying supplying conveying and cost conveyance taxes royalty of all materials including T&P complete including filling the interstices with small stones by wedging and hammering finished to proper slope and level as per direction of the Engineer – in – charge including dewatering if required.
347.77
-
1584.75
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
-
812.34
Fixing anchor bars upto 28mm. dia to the founding level at rock strata as per approved design including cost, conveyance & all taxes of all materials and T&P required for the work but excluding cost of TS rod & labour charges for bending, binding, tying the grills & placing in position as per specification & direction of Engineer-in-Charge.
-
-
-
Without G.I.Pipe
198
-
92.75
Levelling the D.I/Soft/Hard rock including hard granite surface under wells for piers & abutments under water including chiseling the rock surface by engaging divers & provision of key trenches & provision of drilling, providing anchor rods as per specification, grouting etc. if required as directed by the Engineer-in-Charge & all other arrangements to work inside water including cost of lifting & stacking the excavated materials away from the working area as directed by Engineer-in-Charge including cost & hire charges of all labour, T&P & other machineries required for the work complete in all respect.
252.63
-
157.81
Clearing and Gurbing road land including up rooting wild vegitation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unservicable materials and stacking servicable materials etc complete as per direction of the Engineer-in-Charge.
6000
-
6
Construction of embankment with approved material obtained from borrow pits with all liifts and leads, transporting to the site by mechanical means within a lead of 05kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H specifications for Road & Bridge works (04th Revision)
11214.89
-
132.52
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 direction of the Engineer-in-Charge.
4806.39
-
128.9
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieve the desired density, etc. per direction of the Engineer-in-Charge.
214.59
-
760.2
Construction of Sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading , grading to required slope and compacted to meet requirements of table No 300 - 2.
900
-
152.88
Providing laying spreding and compacting stone agregates of specific sizes to Water Bound Macadam specification including spreding in uniform thickness hand packing, rolling with 80-100KN roller in stages to proper grade & camber, applying & brooming, etc. per direction of the Engineer-in-Charge.
-
-
-
WBM Grading-II
100.41
-
2034.43
WBM Grading-III
100.41
-
2113.4
Providing applying primer coat with bitumen Emulsion [SS-1] using emulsion distributor @ 0.60 kg/sqm on prepared granular surface to recive tack coat as per technical specification clause 503 etc. complete as per direction of the Engineer-in-Charge.
1338.75
-
36.06
Providing applying tack coat with bitumen Emulsion [RS-1] using emulsion distributor @ 0.30kg/sqm on prepared granular surface treated with primer & cleaned with hydraulic broom as per technical specification clause 503 etc. complete as per direction of the Engineer-in-Charge.
1338.75
-
18.71
Providing laying and rolling of open graded premix carpet of 20mm thick composed of 13.2mm-5.6mm agregate either using penitration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base etc. complete as per direction of the Engineer-in-Charge.
1338.75
-
184.97
Labour for laying 6mm thick Precoated Seal coat type B using 0.06cum of 06 mm size and down graded as per sieve analysis and 6.80kg of bitumen per 10sqm and applying tack coat 2kg of bitumen for 10sqm including hire and running charges of P.R.R. Hot mix plant tar boiler, cost, carriage and royalty etc. complete as per direction of the Engineer in Charge.
1338.75
-
99.88
Earthwork in excavation in foundation in hard 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.
564
-
179.3
Filling in Foundation Trenches with sand as per drawing and technical specification and as per the direction of the Engineer-in-charge.
56.4
-
322.35
PCC M-15 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
-
-
-
In Foundation
634
-
4204.89
In Substructure
150.4
-
5554.32
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