National Bank For Agriculture And Rural Development Tender
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National Bank For Agriculture And Rural Development - NABARD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date12 Apr 2025
Closing Date5 May 2025
Tender Amount₹ 4,23,73,000
Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
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Class-I
Bid Capacity
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The formula for bid capacity is: Assessed Available Bid Capacity = (A x N x 2)-B Where A is Maximum value of construction works executed in any one year during the last five years (updated to the current price level) B is Value at current price level of the existing commitments and ongoing works to be completed during the next 6 months N is Number of years prescribed for completion of the works for which the bids are invited.
Technical Capacity
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The required prior work experience for the bidder includes having experience as a prime contractor or sub-contractor in similar works, such as highways and airfields. The bidder should provide details of their experience in using heavy earthmoving equipment and quality control equipment for road work and bridge work. They should also provide details of their experience in mechanized granular pavement construction, construction of asphaltic overlays, and construction of bridge works. The bidder should have achieved an average annual turnover of at least 40% of the value of the contract applied for, over the last five years. The value of the contract applied for is Rs.169.49 Lakhs. The bidder should have successfully completed at least one contract of similar nature (Highways road and/or Bridge works/Airport contract) with a value of at least 40% of the proposed contract in any one year within the last five years. The bidder should demonstrate experience in similar nature of work, including quantities of works completed in any one year during the last five years, such as:
- Earthwork: 4716.90 m3 (completed) and 1887.00 m3 (required)
- GSB/WMM: 4625.30 m3 (completed) and 1850.00 m3 (required)
- BM/DBM: 746.00 m3 (completed) and 298.00 m3 (required)
- BC/SDBC (Wearing Course): 448.00 m3 (completed) and 179.00 m3 (required)
- VCC/VRCC: 981.90 m3 (completed) and 393.00 m3 (required)
- Steel: 27.01 mt (completed) and 10.804 mt (required) The bid capacity to execute the work should be greater than Rs.423.73 Lakhs. The bidder's available bid capacity should be more than the total estimated cost of the works, which is Rs. 423.73 Lakhs. The bidder should have completed at least 10% of the work in the first month, 40% in the next two months, 80% in the subsequent two months, and 100% in the last month. The percentage of similar works completed is at least 40% of the proposed contract, and the amount is at least 40% of the value of the contract applied for, which is Rs.169.49 Lakhs.
Costs
EMD
₹ 2,22,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_HWAY_544174_1Tender No
TN.No.04 / SI.No.04 / 2025-2026 / 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
BOQ Items
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Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including pre mixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery,fuel and all other incidental charges etc., (Specification Number as per MORTH Rev.V 111,112,406,900).
3724
2132
7942100.32
... 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, (Specification Number as per MORTH Rev.V 111,112,502,900)
14893
83
1250863.07
... 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., (Specification Number as per MORTH Rev.V 111,112,503,900).
14893
19
293987.82
... More
Providing and laying Tack Coat Dry Lean Cement surface using 3.0Kg 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.(Specification Number as per MORTH Rev.V 111,112,503,900).
15
22
336
... 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. (Specification Number as per MORTH Rev.V 111,112,504,900).
746
9041
6745078.36
... 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., (Specification Number as per MORTH Rev.V 111,112,507,900).
448
11755
5266432.64
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Carted earth including cost and conveyance an average lead 3 km to worksite and stacking them on road side for taking premeasurements and spreading the same in the low berms as directed by the engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for formation of side berms in accordance with standard specification as per MORTH Vth Rev., 304 & 305.
2687
210
566016.55
... More
Provididing RCC M15 Grade Precast HM stone of standard desing as per IRC 26-1967 and fixing in position including painting and printing ect., complete (as per MORTH SPECIFICATION No.805)
16
574
9194.4
... More
Providing RCC M15 grade precast KM stone of standard design as per IRC 8-1980 and fixing in position including painting and printing etc complete (as per MORT&H specification No.805).
3
2197
6591
... More
Provision for Scheme Board Direction and Place Identification signs - Type IV. Providing and erecting Direction and place Identification Retro reflectorised sign made out of high Intensity Prismatic Grade sheeting confirming to type IV standards of IRC - 67: 2012 and ASTM D 4956-09. Specification and fixed over 2 mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angel and supported on a mild steel angel post 75 X 75 X 6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painte as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm X 45cm X 60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflectro sheet shall consist of minimum co efficient of Retro - reflection as per Table 6.6 of IRC67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67.2012. (as per MORT & H Specification No 801) (For Sign having area more than 0.95qm) TYPE -IV
1.08
11805
12749.4
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SUB ESTIMATE - Box Culvert: Dismantling the existing RR masonry in cement mortar upto 3.0 m height in the existing causeway and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the Departmental Officers including all labour and incidental charges etc., complete as per MORT&H Vth specification No.111, 112, 202.
-
-
-
... More
Km-0/2 (Single vent 2x1.5)
18.44
283
5221.1
... More
Km-0/6 (Three vent 3x3)
21.71
283
6146.97
... More
Km-0/8 (Single vent 2x2)
18.44
283
5221.1
... More
Km-2/2 (Two vent 3x2)
28.58
283
8092.14
... More
Km-3/4 & 3/6 (Single vent 2x1.5)
36.88
283
10442.2
... More
Dismantling the existing Cut Stone culvert and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete as per MOR&H Vth specification No.111, 112, 202.
-
-
-
... More
Km-0/2 (Single vent 2x1.5)
6.6
512
3385.34
... More
Km-0/8 (Single vent 2x2)
6.6
512
3385.34
... More
Km-3/4 & 3/6 (Single vent 2x1.5)
13.2
512
6770.68
... 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 bailing 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 Vth specification No.111,112,304.
-
-
-
... More
Km-0/2 (Single vent 2x1.5)
73.06
246
18010.75
... More
Km-0/6 (Three vent 3x3)
293.31
246
72306.78
... More
Km-0/8 (Single vent 2x2)
81.76
246
20155.48
... More
Km-2/2 (Two vent 3x2)
104.56
246
25776.13
... More
Km-3/4 & 3/6 (Single vent 2x1.5)
133.96
246
33023.82
... 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 Leveling course for Box culvert as per MORT&H Vth specification No.1000, 1500, 1700, 2100, 2200.
-
-
-
... More
Km-0/2 (Single vent 2x1.5)
6.2
6069
37632.76
... More
Km-0/6 (Three vent 3x3)
15.06
6069
91411.19
... More
Km-0/8 (Single vent 2x2)
5.29
6069
32109.24
... More
Km-2/2 (Two vent 3x2)
10.93
6042
66045.51
... More
Km-3/4 & 3/6 (Single vent 2x1.5)
10.58
6026
63762.17
... More
Vibrated Reinforced Cement Concrete M25 design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to worksite including cost of cement at site including soft water, labour charges for mixing transporting, laying and curing concrete, etc., complete as per relevant standard specification for Base Slab, Cover Slab and Side walls excluding Cost of Steel for culvert as per MORT&H Vth specification No.1000, 1500, 1700, 2200, 2300.
-
-
-
... More
Km-0/2 (Single vent 2x1.5)
38.05
11709
445558.27
... More
Km-0/6 (Three vent 3x3)
145.24
11174
1623045.38
... More
Km-0/8 (Single vent 2x2)
34.93
12041
420601.91
... More
Km-2/2 (Two vent 3x2)
86.12
11085
954704.79
... More
Km-3/4 & 3/6 (Single vent 2x1.5)
64.82
11700
758443.26
... 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 of Box Culvert as per MORT&H Vth specification No.1000, 1500, 1700, 2200, 2300.
-
-
-
... More
Km-0/2 (Single vent 2x1.5)
28.56
8199
234174.86
... More
Km-0/6 (Three vent 3x3)
195.65
7594
1485777.84
... More
Km-0/8 (Single vent 2x2)
40.99
7988
327454.76
... More
Km-2/2 (Two vent 3x2)
49.15
7949
390711.54
... More
Km-3/4 & 3/6 (Single vent 2x1.5)
57.12
8156
465886.14
... More
Supply and fabrication of Fe.500D 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 Vth specification No.1600
-
-
-
... More
Km-0/2 (Single vent 2x1.5)
2.47
95609
236154.9
... More
Km-0/6 (Three vent 3x3)
11.26
95609
1076560.38
... More
Km-0/8 (Single vent 2x2)
2.31
95609
220857.41
... More
Km-2/2 (Two vent 3x2)
5.54
95609
529675.36
... More
Km-3/4 & 3/6 (Single vent 2x1.5)
4.32
95609
413032.05
... More
Supply and fabrication of Fe.240 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 Vth specification No.1600
-
-
-
... More
Km-0/2 (Single vent 2x1.5)
0.12
95609
11473.11
... More
Km-0/6 (Three vent 3x3)
0.42
95609
40155.89
... More
Km-0/8 (Single vent 2x2)
0.1
95609
9560.93
... More
Km-2/2 (Two vent 3x2)
0.27
95609
25814.5
... More
Km-3/4 & 3/6 (Single vent 2x1.5)
0.2
95609
19121.85
... More
Vibrated cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for mixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, formwork, cost of premoulded expansion joints and mixing the same in position etc., excluding steel complete for wearing coat of 75mm uniform thickness over deck slab as per MORT&H Rev. V Specification No.1000, 1500, 1700, 2702.
-
-
-
... More
Km-0/2 (Single vent 2x1.5)
23.66
724
17136.23
... More
Km-0/6 (Three vent 3x3)
80.55
724
58339.95
... More
Km-0/8 (Single vent 2x2)
19.5
724
14123.27
... More
Km-2/2 (Two vent 3x2)
53.25
722
38456.62
... More
Km-3/4 & 3/6 (Single vent 2x1.5)
39
720
28118.22
... More
Filling Gravel behind the culvert walls with clean gritty free drainage gravel including cost and drainage gravel having PHI value more than 35 conveyence of gravel to worksite laying, handling charges and filling in layers tamping under Optimum Moisture content to get the maximum density, including watering, with all leads and lifts for water and allother incidental charges, etc.., Complete as per Cl. 710.1.4 & Appendix 6 of IRC 78-2014 as per MORTH Rev. V Specification No.1000
-
-
-
... More
Km-0/2 (Single vent 2x1.5)
14.66
289
4238.65
... More
Km-0/6 (Three vent 3x3)
20.09
300
6045.48
... More
Km-0/8 (Single vent 2x2)
14.72
300
4429.54
... More
Km-2/2 (Two vent 3x2)
22.34
312
6985.94
... More
Km-3/4 & 3/6 (Single vent 2x1.5)
23.49
324
7622.51
... More
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 as per MOR&H Vth specification No.2706
-
-
-
... More
Km-0/2 (Single vent 2x1.5)
4.8
177
852
... More
Km-0/6 (Three vent 3x3)
48
177
8520
... More
Km-0/8 (Single vent 2x2)
4.8
177
852
... More
Km-2/2 (Two vent 3x2)
4.8
177
852
... More
Km-3/4 & 3/6 (Single vent 2x1.5)
9.6
177
1704
... More
Carted earth with lead of 3 km including cost of earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for making up of Diversion Road.
-
-
-
... More
Km-0/2 (Single vent 2x1.5)
168.75
210
35547.19
... More
Km-0/6 (Three vent 3x3)
281.25
210
59245.31
... More
Km-0/8 (Single vent 2x2)
168.75
210
35547.19
... More
Km-2/2 (Two vent 3x2)
225
210
47396.25
... More
Km-3/4 & 3/6 (Single vent 2x1.5)
337.5
210
71094.38
... More
Construction of granular sub - base Gr-V of 150 mm thick by providing close graded Material, mixing in a mechanical mix plantat 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 for Diversion Road. (Specification Number as per MORT&H Rev.V 111,112,401,900).
-
-
-
... More
Km-0/2 (Single vent 2x1.5)
16.88
1726
29142.48
... More
Km-0/6 (Three vent 3x3)
28.13
1726
48565.04
... More
Km-0/8 (Single vent 2x2)
16.88
1726
29142.48
... More
Km-2/2 (Two vent 3x2)
22.5
1726
38845.13
... More
Km-3/4 & 3/6 (Single vent 2x1.5)
33.76
1726
58284.95
... More
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150mm thick specification including pre mixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery,fuel and all other incidental chargesfor Diversion road. (Specification Number as per MORT&H Rev.V 111,112,406,900).
-
-
-
... More
Km-0/2 (Single vent 2x1.5)
16.88
2132
35999.64
... More
Km-0/6 (Three vent 3x3)
28.13
2132
59992.29
... More
Km-0/8 (Single vent 2x2)
16.88
2132
35999.64
... More
Km-2/2 (Two vent 3x2)
22.5
2132
47985.3
... More
Km-3/4 & 3/6 (Single vent 2x1.5)
33.76
2132
71999.28
... More
PCC Retaining Wall at Km 0/6: 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 incidential charges such as bailing 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 for FOUNDATION OF RETAINING WALL as per clause No.304 of MORT&H Vth rev.
126
289
36460.62
... More
Vibrated Cement concrete of Grade M-20, Nominal mix, 1:1.5:3, using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for FOOTING OF RETAINING WALL as per clause 1000, 1500, 1700, 2200.
25.2
6258
157726.3
... More
Vibrated Cement concrete of grade M20 Nominal mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for STEM OF RETAINING WALL BELOW SILL as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.
62.64
7478
468480.8
... More
Vibrated Cement concrete of grade M20 Nominal mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for STEM OF RETAINING WALL ABOVE SILL as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.
40.95
8794
360115.94
... More
Providing and fixing of Seepage Pipes of 100mm dia. using PVC pipes of requied lengths for including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arangements with 100mm size broken granite metals at the periphery and labour charges for fixing, etc., to drain of the backfill in the RETAINING WALL as per clause No.2706 of MORT&H Vth rev.
22.75
177
4038.13
... More
Vibrated Cement Concrete M20 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 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 clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev
4.5
11313
50910.12
... More
Well Protective wall at Km 0/10: 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 incidential charges such as bailing 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 for FOUNDATION OF RETAINING WALL as per clause No.304 of MORT&H Vth rev.
36
289
10417.32
... More
Vibrated Cement concrete of Grade M-20, Nominal mix, 1:1.5:3, using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for FOOTING OF RETAINING WALL as per clause 1000, 1500, 1700, 2200.
10.8
6258
67596.98
... More
Vibrated Cement concrete of grade M20 Nominal mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for STEM OF RETAINING WALL BELOW SILL as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.
14.42
8260
119119.01
... More
Vibrated Cement concrete of grade M20 Nominal mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for STEM OF RETAINING WALL ABOVE SILL as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.
10.4
9727
101166.21
... More
Providing and fixing of Seepage Pipes of 100mm dia. using PVC pipes of requied lengths for including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arangements with 100mm size broken granite metals at the periphery and labour charges for fixing, etc., to drain of the backfill in the RETAINING WALL as per clause No.2706 of MORT&H Vth rev.
11.05
177
1961.38
... More
Vibrated Cement Concrete M20 nominal mix 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 clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev
8.1
10477
84869.94
... More
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
... More
Sub Total Amount for above all items (excluding GST)
1
35909310
-
... More
GST 18% for above SubTotal Amount
1
6463675
6463675.87
... More
Total in Figures (SubTotal + GST)
-
-
42372986.27
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