Rural Development Department Tender
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Costs
EMD
₹ 7,62,438Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CERWI_95089_1Bid Award Id
ViewTender No
Bridge Tender Online RWCSBP-30/2023-24Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://omms.nic.in/
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BOQ Items
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In all kinds of soil
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Upto 10m. Depth
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For 7.5m dia abutment wells
17
483187
28422.79
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For 7.00 m dia. pier wells
6
155523
25920.61
... More
Sinking of 6m. Dia R.C.C well sinking in soft rock (Non coring)/ Boulder/ Hard Soil )(wherein SPT100) to lines levels & plum by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and lifting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charges.
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-
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For 7.50 mtr dia Well
7
880943
125849.05
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For 7.00 mtr dia Well
7
767399
109628.5
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Construction of 6m. Dia R.C.C well sinking in soft rock to lines levels & plumb by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and lifting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charges.
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For 7.50 mtr dia Well
6.56
1954160
297890.35
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For 7.00 mtr dia Well
6.62
1717860
259495.59
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Construction of 6m. Dia R.C.C well sinking in Hard rock to lines levels & plumb by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and lifting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charges.
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For 7.50 mtr dia Well
1.2
715428
596190.51
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For 7.00 mtr dia Well
0.6
311608
519348.17
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Earth work excavation in foundation in Hard and compacted sheet rock within all leads and lifts including shoring, shuttering, propping bullahs, piling, dewatering from the foundation, supply & working of pumps stacking the excavated material away from the work in site.
13.31
17340
1302.85
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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). BOTTOM PLUGGING
282.22
1751180
6205.02
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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 vbrator 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. TOP PLUGGING
43.4
254198
5857.11
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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 vbrators watering & curing for 28 days including water tight steel centering , shuttering
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WELL CURB
92.25
1035831
11228.53
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Well steining
235.65
2058131
8733.85
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Railing & post
207.4
489694
2361.11
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RCC of design mix of M-20 grade 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 vbrators watering & curing for 28 days including water tight steel centering , shuttering
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WELL STEINING
716.72
5995656
8365.41
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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 vbrators watering & curing for 28 days including water tight steel centering , shuttering
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WELL CAP
252.29
2036361
8071.51
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Abutment & Pier Shaft
160.92
1379155
8570.44
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Abutment & Pier caps
43.36
371614
8570.44
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Dirt walls
13.73
151924
11065.12
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Super structure
573.6
14252984
24848.3
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Wearing coat
58.33
412604
7073.63
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Approach Slab
19.64
138926
7073.63
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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)
2092.56
18888827
9026.66
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Providing and laying of filter media/ metal spall backing in the rear side of retaining wall,abutment etc using hard broken granite stone aggregate (50mm size) to the required thickness with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment and retaining wall / wing wall of bridge works etc to the full height compacted to a firm condition complete as per approved drawing and technical specifications as per Section 900 & 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
73.91
166264
2249.55
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Providing weep holes in PCC/RCC structures such as abutments ,wing walls, protection walls of bridge work and retaining wall etc with 100mm dia A.C. / PVC pipe as per approved drawing and technical specifications as per Section 2200 & 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
349.2
49446
141.6
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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.
449.41
856872
1906.66
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Providing and filling with clean sand of approved quality in wells / foundation trenches of structures in uniform layers, watered and rammed/ compacted as per approved drawing and technical specifications complete in all respect as per Section 900, 2100 and Clause 401 & 304 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
197.23
470947
2387.81
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Providing and filling with granular material of approved quality in uniform layers, watered and rammed/ compacted as per approved drawing and technical specifications complete in all respect as per Section 900, 2100 and Clause 401 & 304 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
230.61
229247
994.09
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Providing and fixing R.C.C. of grade M-20 in guard posts of 600mm height and 15 cm diameter including cost of steel reinforcement for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 800, 900, 1000, 1500, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
404
365264
904.12
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Providing, fitting and fixing strip seal expansion joints as per approved drawing and technical specifications as per Section 2600 of MORT & H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge.
34.4
422752
12289.33
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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 vbrator ,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
39.93
227237
5690.89
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Providing & fixing of POT-PTFE bearing procured from approved manufacturer & with test certificates as per specification provided in drawing at location with all accessories complete & fixing on piers in position with all materials, labour, tools, equipment for fixing as per drawings and technical specifications section 2000 & its relevant clauses & sub clauses of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
18
1240742
68930.15
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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.
42
60251
1434.56
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Fixing of anchoring bars upto 25mm to 38mm dia in foundation rock in abutments and piers including drilling holes, fixing wedged anchors and grouting with cement mortar 1:4 complete as per the direction of Engineer in charge excluding cost of M.S. rods .
170
21746
127.92
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Levelling the hard rock surface under wells for piers, abutments & wing under water
165.35
35515
214.79
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Providing and applying two coats of Enamel paint over a coat of primer to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm including cost of painting , all materials, T&P required for the work complete for the finished item of work as per technical specifications as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
539.52
100221
185.76
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Construction of embnkment with approved material obtained from borrow pits with all lifts and leads. Transporting to site by mechanical means spreading, grading to required slope and compacting to meet requirement Specifications for Road & Bridge works (4th Revision)and as per the direction of engineer in charge.
9832.35
1998425
203.25
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Loosening of the ground upto a level of 500 mm below the sub grade level, watered, graded and compacted in layers to meet requirements of table 300 - 2 for sub grade construction & clause 305 of MoSRT&H specifications for road & bridge works(4th revision).
1113.75
37344
33.53
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Construction of Granular Sub base by providing ,Moorum & sand admixture spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method at OMC and compacting with smooth wheel roller to achive the desired density complete as per Technical Specification clause 401.
798
1459845
1829.38
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Providing, laying, spreading & compacting graded stone aggregate 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
843.75
1965912
2329.97
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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 & spraying primer @ 0.60kg/ 1.0 kg/sqm using mechanical means as per clause 502 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in charge.
3750
129037
34.41
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Providing and applying tack coat with bitumen Emulsion [RS-1] using emulsion distributor @ 0.25 to 0.30 kg /sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per clause 503 of MORD Specification for Rural roads including cost, conveyance, royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in charge.
3750
47025
12.54
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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 previously prepared surface with hydrostatic paver finisher with sensore control to the required grade, level & alingment & roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 504 of MoSRT&H Specifications for road and bridge works (4th Revision)
187.5
1371785
7316.19
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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 site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision)
93.75
856524
9136.26
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Providing and filling with clean sand of approved for construction of drainage layer in uniform layers, watered and rammed/ compacted as per approved drawing and technical specifications complete in all respect as per Section 900, 2100 and Clause 401 & 304 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
997.6
1649431
1653.4
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Providing concrete for plain concrete of M-15 in open foundations complete as per drawings and technical specification clause 802, 803, 1202, 1203 of MORD Specification for Rural roads including cost, conveyance, royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge
IN FOUNDATION
251.56
1451232
5768.93
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Providing concrete for plain concrete of M-15 in open foundations complete as per drawings and technical specification clause 802, 803, 1202, 1203 of MORD Specification for Rural roads including cost, conveyance, royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge
IN SUB-STRUCTURE
30.74
182358
5932.3
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Providing and laying reinforced cement concrete pipe (NP3) for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapets as per Clause 1106 of MORD Specification for Rural roads including cost, conveyance, royalty, taxes, labour and T&P required for the worketc complete and as per direction of Engineer-in-Charge. 1000 MM DIA
15
99995
6666.39
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Earth work in excavation of foundation & plinth in all kinds of soil including levelling the bed etc complete as per the direction of Engineer in charge.
203.58
46355
227.7
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