National Bank For Agriculture And Rural Development Tender
... More
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National Bank For Agriculture And Rural Development - NABARD Tender
Eprocure
Opening Date29 Jun 2020
Closing Date24 Jul 2020
Tender Amount₹ 6,74,62,594
Costs
EMD
₹ 3,47,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2020_HWAY_169988_1Bid Award Id
ViewTender No
08/2020-2021/SDOTender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
Earth work excavation in all classes of soil except hard rock not requiring blasting and depositing on bank with all leads and all lifts as per SS20B including cost of labour, equipments and all other incidental charges such as bailing out water, providing necessary coffer dam sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstruction trimming bottom of excavation, backfilling and clearing the site and disposal of all surplus earth with all leads etc,. complete as per standard specification for FOUNDATION OF BODY WALL OF PIPE CULVERT as per MORT&H Specificaton No.304, 305
-
-
-
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GST 12% for above SubTotal Amount
1
-
7228135.08
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Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 200mm thick to specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to the site laying in uniform layers with pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5
-
-
-
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Dismantling culverts bridges and other structures dismantling savaging and removal and disposing off resulting materials and trenches and pits including labour,materials,tools, equipments,safe guards, incidential necessary to complete the work as directed by Engineerfor Stone work in Cement mortor and removal of Cut stone slab as per MORT & H specification 111,112,202
-
-
-
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Road D @ Km 0/4 & 0/6
212
-
6064
... More
Road D
9
-
256
... More
Road A - at Km 2/2
15
-
1451
... More
Road A - at Km 2/2
7
-
6660.55
... More
Road B - Km - 0/2
35
-
196
... More
Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling out water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF BOX CULVERT as per MORT&H Specificaton No.304 & 305
-
-
-
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Providing and fixing PVC Pipes of 110 mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain the backfill in between abutment and wings as per MORT&H No.2702
-
-
-
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Providing and Laying Granular Sub base as per table No 400-1/400-2 and Grading V of MORTH Revision IV with and any other Granular material or a combination those of for 150 mm thick to give a CBR of 30 on prepared sub grade in accordance with the requirements of the specifications For Aggregate Mix
-
-
-
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Road D - at km 1/8
34
-
9902
... More
Road C - Km - 1/10
7.5
-
238
... More
Road E - Km - 1/6
2
-
1383.44
... More
Road A - Km - 1/10
7.5
-
238
... More
Road B
8
-
256
... More
Road E - Km - 1/6
10
-
6713
... More
Road A - at Km 2/2
3.5
-
73383
... More
Road A
2106
-
1619.69
... More
Road D - at km 1/8
3.5
-
73383
... More
Road A - Km - 1/10
10
-
6689
... More
Road D - Km - 0/8
2
-
1383.44
... More
Vibrated Cement Concrete M15 (Nominal Mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement, centering, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants employed and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications as directed by the Engineer for as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100 (Below Sill)
-
-
-
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Road C
1794
-
155
... More
Road A - at Km 2/2
12
-
1361.31
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Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
... More
Road A - at Km 2/2
56
-
1619.69
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Providing RCC M15 grade precast HM Stone of standard design as per IRC: 26 - 1976 and fixing in position including all incidental charges, etc., complete as per MORT&H specification No. 804 and as directed by the Engineer (Replacing the damaged / non-standard / missing HM stones)
-
-
-
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Road A - at Km 2/2
42
-
5250
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Providing and laying of filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORT & H specifications to a thickness of not less than 600 mm with smaller size towards the wall and provided over the entire surface behind abutment, wing walls and return walls to the full height compacted to a firm condition complete as per drawing and technical specifications
-
-
-
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Road A @ Km 1/6
258
-
196
... More
Road E - Km - 1/6
7.5
-
3700
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Hoisting and fixing of 1000 mm dia pipes to proper gradient including all labour charges and all other incidental charges etc. Complete as per MORT&H Specificaton No.2600
-
-
-
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Road E @ Km 1/4
21
-
9204
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Providing and fixing PVC seepage pipes of 100mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing, etc. complete to drain the backfill in between abutment and wings
-
-
-
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Road D - at km 1/8
16
-
7468
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Road A - Km - 1/10
16
-
7802
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Road B
2862
-
4.1
... More
Road A - at Km 2/2
24
-
172.8
... More
Road C - Km - 1/10
7.5
-
3700
... More
Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion(RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5.
-
-
-
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Road B - Km - 0/2
2
-
1370.11
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Supply and fabrication of Fe.500 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete as per MORT&H Specificaton No.1600
-
-
-
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Road B - Km - 0/2
12
-
193
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Road C @ Km 1/6 & 1/8
215
-
7475
... More
Road B - Km - 0/2
7.5
-
238
... More
Road D @ Km 0/4 & 0/6
127
-
7400
... More
Back filling behind abutment , wing walls / return wall complete as per drawing and technical specifications as per clause 710.104 of IRC:78 & 2200 specifications.
-
-
-
... More
Road B
197
-
6660.55
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Road C @ Km 1/6 & 1/8
24
-
9227
... More
Road B @ Km 0/8 & 0/10
147
-
172.8
... More
Road A - at Km 2/2
87
-
4.4
... More
Road D - at km 1/8
102
-
5162
... More
Road A - at Km 2/2
7.5
-
3938
... More
Road D - at km 1/8
255
-
218
... More
Sub Total Amount for above all items (excluding GST)
1
-
60234459.01
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Road E - Km - 1/6
35
-
196
... More
Road D
1
-
9057
... More
Road B
1139
-
134
... More
Vibrated Cement Concrete M20 nominal mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Stem of Retaining wall as per MORT&H Specificaton No.1000, 1500, 1700, 2200
-
-
-
... More
Road C - Km - 1/10
35
-
196
... More
Road D - at km 1/8
25
-
1078
... More
Road A
1
-
9057
... More
Road D - Km - 0/8
7
-
242
... More
Road C - Km - 1/10
7
-
284
... More
Road D - at km 1/8
2
-
9011
... More
Road B
2167
-
15.31
... More
Road A
253
-
6660.55
... More
Road D - Km - 0/8
35
-
196
... More
Road B
6565
-
10.79
... More
Road D - at km 1/8
21
-
1425
... More
Road D - Km - 0/8
7.5
-
3700
... More
Road A @ Km 1/6
218
-
5862
... More
Vibrated Cement Concrete M15 (Nominal Mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement, centering, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants employed and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications as directed by the Engineer for as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100 (Above Sill Level)
-
-
-
... More
Road E - Km - 1/6
7
-
273
... More
Road A
8422
-
10.79
... More
Road D - at km 1/8
50
-
172.8
... More
Road B @ Km 0/8 & 0/10
20
-
9207
... More
Road C
2245
-
1619.69
... More
Road E @ Km 1/4
386
-
196
... More
Road B
1
-
9057
... More
For Retaining wall
Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling out water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for Foundation of Retaining wall as per MORT&H Specificaton No.304 & 305
-
-
-
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Plain Cement Concrete M-15 Grade, Nominal Mix, 1:2:4, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of form work, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in depths and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for Leveling course for box culvert - For Footing and Wing wall as per MORT&H Specificaton No.1000, 1500, 1700, 2200, 2300
-
-
-
... More
Road A - at Km 2/2
165
-
218
... More
Road A @ Km 1/6
10
-
9180
... More
Providing and Laying Granular Sub base as per table No 400-1/400-2 and Grading V of MORTH Revision IV with and any other Granular material or a combination those of for 150 mm thick to give a CBR of 30 on prepared sub grade in accordance with the requirements of the specifications For Aggregate Mix for Diversion Road
-
-
-
... More
Road D
3438
-
4.1
... More
Road D
2526
-
15.31
... More
Road D - at km 1/8
2
-
805
... More
Road C - Km - 1/10
16
-
7848
... More
Road A - at Km 2/2
92
-
415
... More
Road B @ Km 0/8 & 0/10
182
-
7452
... More
Road D @ Km 0/4 & 0/6
258
-
196
... More
Road C - Km - 1/10
2
-
1378.91
... More
Road C
1
-
9057
... More
Road D - at km 1/8
5
-
6681.63
... More
Road D
1228
-
134
... More
Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion(RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5.
-
-
-
... More
Road A
421.5
-
5326.14
... More
Road E - Km - 1/6
16
-
7826
... More
Providing and laying of prime coat over WBM/WMM surface using 7 kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc, complete as per clause 502 of MORTH Rev.5
-
-
-
... More
Road D - Km - 0/8
16
-
7766
... More
Road A - at Km 2/2
20
-
193
... More
Road D - Km - 0/8
7.5
-
238
... More
Providing and laying Ist class bedding with Stone Dust including cost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc. complete as per MORT&H Specificaton No.1000
-
-
-
... More
Road A - at Km 2/2
223
-
50.81
... More
Clearing scrub jungle by cutting, removing and disposing of all materials such as bushes, shrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees upto 300mm girth.
-
-
-
... More
Road C
10
-
256
... More
Road C @ Km 1/6 & 1/8
359
-
6142
... More
Road E - Km - 1/6
7.5
-
238
... More
Construction of Granular sub-base Grade-V 100mm thick by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
-
-
-
... More
Supplying & fixing of NP3 class RCC pipe with flush joint to a size of 1000mm inner diameter with wall thickness 115mm. to a length of 2.5m in RCC M35 with reinforcement as per table 5 of IS :458:2003 to a ultimate load capacity of 71.58 KN/Linearmeter including cost of conveyance of all matrials and steel including moulding charges, all labour charge, hire charges for all T & P including conveyance and supply of pipe to worksite and fixing to proper gradient and all other incidental charges etc., as per the specification IS : 458:2003 as per MORTH No. 111, 112, 2900, 900
-
-
-
... More
Road B @ Km 0/8 & 0/10
305
-
6121
... More
Road E @ Km 1/4
190
-
7452
... More
Road D - at km 1/8
64
-
589.9
... More
Supplying of RCC Pipes conforming to IS 458 of NP3 class of 1000 mm dia of standard length in position with Collars including cost and conveyance of Pipes and Collars which will be supplied by the contractor himself at worksite and all other incidental charges etc., complete as per the standard specification as per MORT&H Specificaton No.2600
-
-
-
... More
Vibrated Cement Concrete M20 nominal mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Parapet as per MORT&H Specificaton No.1000, 1500, 1700, 2200, 2300
-
-
-
... More
Road A - at Km 2/2
19
-
1619.69
... More
Road D
2
-
906
... More
Road A
2772
-
15.31
... More
Road D
232
-
6681.63
... More
Sand Filling in Foundation Trenches as per Drawing & Technical Specifications etc. complete as per clause 304 of MORT & H Specification
-
-
-
... More
Road A @ Km 1/6
227
-
6892
... More
Road D - Km - 0/8
4
-
5150
... More
Picking 5cm to 10cm old B.T surface and
sectioning and to bring to camber and super elevation as directed by the departmental officers including labour charges for picking including hire charges for all tools and equipments employed and all other incidental charges etc., complete as per standard specification.
-
-
-
... More
Road D - at km 1/8
12
-
193
... More
Road D - at km 1/8
78
-
322
... More
Road A - at Km 2/2
223
-
10.79
... More
Road B - at km 1/8
224
-
134
... More
Road C - Km - 1/10
10
-
6736
... More
Road D - at km 1/8
39
-
1647.14
... More
Road E
1
-
9057
... More
Road C - Km - 1/10
4
-
5232
... More
Road A - Km - 1/10
4
-
5186
... More
Road E - Km - 1/6
4
-
5210
... More
Road E
6907
-
10.77
... More
Road C
449
-
5326.14
... More
SUB ESTIMATE PIPE CULVERT Dismantling culverts bridges and other structures dismantling savaging and removal and disposing off resulting materials and back filling trenches and pits etc., for RR masonry as per MORT & H specification 111,112,202
-
-
-
... More
Providing and laying 50mm consolidated thick bituminous macadam using 0.2cum of 26.5-13.2mm, 0.43cum of 13.22-2.36mm and 0.08 cum of 2.36mm and blow size IRC metal with 37 kg of VG30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross section and consolidated by 8-10 tone vibrator roller to the require density etc including labour for attending the paver to site, etc including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, paver finisher / vibrator roller and all other tools and plants required including fuel and all other incidental charges etc complete as per specification using CMP as per clause 504 of MORTH.Rev.5
-
-
-
... More
Road C @ Km 1/6 & 1/8
436
-
196
... More
Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with the specifications and the lines grades and cross sectins shown in the drawings or as indicated by the Engineer for diversion road as per MORTH No. 111, 112, 201, 202, 301, 302 for Diversion road
-
-
-
... More
Road D
7714
-
10.77
... More
Road B @ Km 0/8 & 0/10
371
-
196
... More
Road E
346
-
5350.94
... More
Road D - at km 1/8
38
-
1647.14
... More
Road E @ Km 1/4
317
-
6121
... More
Road B
1642
-
1619.69
... More
Road D - at km 1/8
12
-
1383.44
... More
Road D - at km 1/8
8
-
5350.94
... More
Road A - at Km 2/2
45
-
1361.31
... More
Road D - at km 1/8
156
-
10.77
... More
Road D - at km 1/8
80
-
7218
... More
Road A - Km - 1/10
2
-
1361.31
... More
Road C
1327
-
15.31
... More
Road E
1
-
906
... More
Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 30mm with mechanical paver finisher to the specified grades and cross sections and consolidatedby8-10tonne Vibratory/ Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/9m paver finisher, Vibratory/Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5.
-
-
-
... More
Providing and laying Wet Mix Macadam Base Course of 250mm thickness in two layers of 125mm each or else as specified on the prepared sub-Base with graded stone aggregate and granular materials of quality size and grading placed in layers as specified including mixing in Base mix plant,spreading in nuiform layer in motor grader and compacting with Vibrating Roller of 80 to 100kN static weight and ffine dressing for required grade and cross slope as shown on the drawing,equipment safety measures, testing and incidentals necessary to complete the work as per Technical Specification Clause 406 and as directed by Engineer.
-
-
-
... More
Road E
2188
-
15.31
... More
Road D
1928.5
-
1647.14
... More
Road C
270
-
6660.55
... More
Road D - Km - 0/8
10
-
6646
... More
Road D - at km 1/8
156
-
50.77
... More
Vibrated Cement Concrete M20 nominal mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for broken parapet over retaining wall as per MORT&H Specificaton No.1000, 1500, 1700, 2200
-
-
-
... More
Provision for Scheme board
-
-
-
... More
Road D @ Km 0/4 & 0/6
100
-
172.8
... More
Road D
386
-
5350.94
... More
Road A
9
-
256
... More
Vibrated Reinforced Cement concrete M 25 mix with crushed stone aggregates 20 mm nominal size mechanically mixed and vibrated for bed plates, excluding steel reinforcement but including centering and shuttering laid in position. Clause 1000 & 1700 of MORT & H specification for Approach slab as per MORT&H Specificaton No.1000, 1500, 1700, 2200, 2300
-
-
-
... More
Providing RCC M15 grade precast KM Stone of standard design as per IRC: 8 - 1980 and fixing in position including all incidental charges, etc., complete as per MORT&H specification No. 804 and as directed by the Engineer. (Replacing the damaged / non-standard / missing KM stones)
-
-
-
... More
Providing and laying of carted Earth SS20B including cost and conveyance of the same to work site with an average lead including all labour charges for laying , spreading and consolidation with power roller rolling etc., complete and as directed by the departmental engineer for 100% compaction for side berms as per MORT&H Specificaton No.304 & 305
-
-
-
... More
Road B - Km - 0/2
4
-
5210
... More
Road D
7714
-
50.77
... More
Road A
1499
-
155
... More
Vibrated Cement Concrete M20 nominal mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Stem of Wing wall as per MORT&H Specificaton No.1000, 1500, 1700, 2200, 2300
-
-
-
... More
Road A - Km - 1/10
35
-
196
... More
Road B
329
-
5326.14
... More
Road D - at km 1/8
87
-
4.1
... More
Plain Cement concrete of Grade M15 Nominal mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, including form work and centering using soft water, labour charges for mixing, transporting, and place in position, laying vibrating and compacting, curing concrete, working at depth Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, for Foundation of body wall of pipe culvert s per MORT&H Specificaton No.1000, 1500, 1700, 2200
-
-
-
... More
Road B - Km - 0/2
10
-
6713
... More
Road A - at Km 2/2
224
-
155
... More
Road E
1155
-
155
... More
Road A - at Km 2/2
2
-
9047
... More
Road B - Km - 0/2
16
-
7826
... More
Road D - at km 1/8
32
-
1383.44
... More
Road D - Km - 0/8
12
-
193
... More
Road E
208
-
6681.63
... More
Providing and laying Wet Mix Macadam Base Course of 250mm thickness in two layers of 125mm each or else as specified on the prepared sub-Base with graded stone aggregate and granular materials of quality size and grading placed in layers as specified including mixing in Base mix plant,spreading in uniform layer in motor grader and compacting with Vibrating Roller of 80 to 100kN static weight and ffine dressing for required grade and cross slope as shown on the drawing,equipment safety measures, testing and incidentals necessary to complete the work as per Technical Specification Clause 406 and as directed by Engineer.
-
-
-
... More
Road E - Km - 1/6
12
-
193
... More
Road A - at Km 2/2
48
-
9756
... More
Road A @ Km 1/6
67
-
172.8
... More
Road C
8980
-
50.81
... More
Vibrated Cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite including cost of cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work, cost of pre moulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over Top slab of Box culvert as per MORT&H Specificaton No.2702
-
-
-
... More
Road A - at Km 2/2
34
-
1104
... More
Vibrated Reinforced Cement Concrete M25 (Design mix) using ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork and centering, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Bottom of Slab, Side Walls and Top Slab of BOX CULVERT as per MORT&H Specificaton No.1000, 1500, 1700, 2200, 2300
-
-
-
... More
Road D - at km 1/8
7
-
5162
... More
Road A - Km - 1/10
7
-
261
... More
Road E
7
-
256
... More
Road C
8980
-
10.79
... More
Vibrated Cement Concrete M20 nominal mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Footing of Retaining wall as per MORT&H Specificaton No.1000, 1500, 1700, 2200
-
-
-
... More
Road C
2
-
906
... More
Providing and laying 50mm consolidated thick bituminous macadam using 0.2cum of 26.5-13.2mm, 0.43cum of 13.22-2.36mm and 0.08 cum of 2.36mm and blow size IRC metal with 37 kg of VG30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross section and consolidated by 8-10 tone vibrator roller to the require density etc including labour for attending the paver to site, etc including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, paver finisher / vibrator roller and all other tools and plants required including fuel and all other incidental charges etc complete as per specification using CMP as per clause 504 of MORTH.Rev.5
-
-
-
... More
Road D - at km 1/8
7.5
-
3938
... More
Road A - Km - 1/10
11
-
193
... More
Road E
6907
-
50.77
... More
Road B - Km - 0/2
7
-
273
... More
Road A - at Km 2/2
12
-
5326.17
... More
Road E
2790
-
4.1
... More
Road A - at Km 2/2
28
-
7177
... More
Road B - Km - 0/2
7.5
-
3700
... More
Road B
2
-
906
... More
Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 30mm with mechanical paver finisher to the specified grades and cross sections and consolidatedby8-10tonne Vibratory/ Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/9m paver finisher, Vibratory/Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5.
-
-
-
... More
Plain Cement Concrete M-15 Grade, Nominal Mix, 1:2:4, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of form work, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in depths and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for Base Course below Approach Slab
-
-
-
... More
Road A - Km - 1/10
7.5
-
3700
... More
SUB-ESTIMATE - Box culverts Dismantling culverts bridges and other structures dismantling savaging and removal and disposing off resulting materials and trenches and pits including labour,materials,tools, equipments,safe guards, incidential necessary to complete the work as directed by Engineerfor Stone work in Cement mortor and removal of RR Masonry as per MORT & H specification 111,112,202
-
-
-
... More
Road A - at Km 2/2
29
-
611.3
... More
Road D @ Km 0/4 & 0/6
15
-
9144
... More
Road C
3276
-
4.1
... More
Road A
8422
-
50.81
... More
Road B
6565
-
50.81
... More
Road E
1727
-
1647.14
... More
Total in Figures (SubTotal + GST)
-
-
-
... More
Road C @ Km 1/6 & 1/8
173
-
172.8
... More
Road A
3564
-
4.1
... More
Clearing Light jungle by cutting, removing and disposing of all materials such as bushes, shrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees upto 300mm girth for Diversion Road.
-
-
-
... More
Road C - Km - 1/10
12
-
193
... More
Apporach Road:
Providing and Laying Granular Sub base as per table No 400-1/400-2 and Grading V of MORTH Revision IV with and any other Granular material or a combination those of for 150 mm thick to give a CBR of 30 on prepared sub grade in accordance with the requirements of the specifications For Aggregate Mix
-
-
-
... More
Road A
2
-
906
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