National Bank For Agriculture And Rural Development Tender
... More
The NABARD has issued a formal invitation for competitive bids for the National Bank For Agriculture And Rural Development project, for Tn.no.03 / Si.no.02 / 2025-2026 / Sdo / Cpt - 09 in Ranipet, Tamil Nadu, with an estimated contract value of Rs. 4,86,51,000. The bid opening date for this tender is 12-04-2025 and the last date for bid submission is 05-05-2025. Interested bidders for National Bank For Agriculture And Rural Development tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
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₹ 4,86,51,000
Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
... View More
Class-I
Bid Capacity
... View More
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
... View More
The required prior work experience for the bidder is as follows: - For works valued up to Rs. 200.00 Lakhs, one B.E Degree Holder (or) one Diploma Holder in Civil Engineering with five years of experience in similar works is required.
- For works valued above Rs. 200.00 Lakhs up to Rs. 1000.00 Lakhs, one B.E Degree Holder in Civil Engineering with one-year experience in similar works and one Diploma Holder in Civil Engineering with five years of experience in similar works are required.
- For works valued above Rs. 1000.00 Lakhs to Rs. 5000.00 Lakhs, one B.E Degree Holder in Civil Engineering with one year of experience in similar works and two Diploma Holders in Civil Engineering with five years of experience in similar works are required.
- For works valued above Rs. 5000.00 Lakhs to Rs. 10000.00 Lakhs, two B.E Degree Holders in Civil Engineering with one year of experience in similar works and four Diploma Holders in Civil Engineering with five years of experience in similar works are required.
- For works valued above Rs. 10000.00 Lakhs to Rs. 20000.00 Lakhs, three B.E Degree Holders in Civil Engineering with one year of experience in similar works and six Diploma Holders in Civil Engineering with five years of experience in similar works are required.
- For works valued above Rs. 20000.00 Lakhs, four B.E Degree Holders in Civil Engineering with one year of experience in similar works and eight Diploma Holders in Civil Engineering with five years of experience in similar works are required. The bidder should have completed similar works with a value of at least Rs. 486.51 Lakhs. The bidder should have achieved an average annual turnover of at least 40% of the value of the contract over the last five years, with a minimum value of Rs.194.60 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, which is also Rs.194.60 Lakhs. 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: 5148.37 m3 (minimum requirement) and 2059.00 m3 (alternative requirement)
- GSB/WMM: 5301.82 m3 (minimum requirement) and 2121.00 m3 (alternative requirement)
- BM/DBM: 842.00 m3 (minimum requirement) and 337.00 m3 (alternative requirement)
- BC/SDBC (Wearing Course): 505.00 m3 (minimum requirement) and 202.00 m3 (alternative requirement)
- VCC/VRCC: 985.96 m3 (minimum requirement) and 394.00 m3 (alternative requirement)
- Steel: 37.73 mt (minimum requirement) and 15.092 mt (alternative requirement) The percentage of work to be completed within a specified timeframe is:
- 10% of work should be completed in the first month.
- 40% of work should be completed in the next two months.
- 80% of work should be completed in the next two months after that.
- 100% of work should be completed in the last one month.
Costs
EMD
₹ 2,53,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tn.no.03 / Si.no.02 / 2025-2026 / Sdo / Cpt - 09
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
2025_HWAY_544166_1Bid Award Id
ViewTender No
TN.No.03 / SI.No.02 / 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
... More
Picking the BT Surface including cost and conveyance of the same to work site with an average lead of 1 Km including stacking the same to departmental gauge for premeasurement including all labour charges for laying, spreading etc., complete and as directed by the departmental engineers.
-
-
-
... More
Road A
484
21
10570.56
... More
Road B
3027
21
66109.68
... More
Construction of Granular sub-base thick 150mm Grade-V 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 (Specification Number as per MORTH Rev.V 111,112,401,900).
-
-
-
... More
Road B
844
1798
1517756.76
... More
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm. thick in two layers of 125mm each thick 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.(Specification Number as per MORTH Rev.V 111,112,406,900).
-
-
-
... More
Road A
386
2070
799185.98
... More
Road B
3723
2070
7708210.89
... 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 .(Specification Number as per MORTH Rev.V 111,112,502,900)
-
-
-
... More
Road A
1542
83
129296.7
... More
Road B
14891
83
1249057.08
... 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.(Specification Number as per MORTH Rev.V 111,112,503,900).
-
-
-
... More
Road A
1542
19
30361.98
... More
Road B
14891
19
293352.7
... More
Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) 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 perClause 503 of MORTH Rev-5 .(Specification Number as per MORTH Rev.V 111,112,503,900).
-
-
-
... More
Road B
375
27
10410
... 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 (Specification Number as per MORTH Rev.V 111,112,504,900).
-
-
-
... More
Road A
78
8927
696380.88
... More
Road B
764
8934
6825835.76
... More
Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG40 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 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory 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
Road A
47
11609
545667.65
... More
Road B
458
11620
5322340.14
... More
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.(as per MORTH No 304,111 &112)
-
-
-
... More
Road A
254
183
46558.2
... More
Road B
2664
183
488311.2
... 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).
-
-
-
... More
Road B
3
2197
6591
... More
Provididing RCC M15 Grade Precast HM stone of standard design as per IRC 26-1967 and fixing in position including painting and printing ect., complete (as per MORTH SPECIFICATION No.805)
-
-
-
... More
Road A
2
574
1149.3
... More
Road B
16
574
9194.4
... More
Supply and fixing of RCC guide post of size1.20 x 0.20 x 0.20 m with reflective star stickers with tin M.s sheet with two side packing and top cover of 0.75 inches in RCC 1: 2: 4 Mix using 20 mm HBG ISS metal with 10 mm. dia bars as vertical with 8mm dia Stirrups including 8.25 inches x 4.25 feet mould with star shape of 5 inches and top projection by 0.75 inches x 3 inches including cost and conveyance of materials to worksite etc., complete.,
-
-
-
... More
Road A
30
1220
36606.6
... More
Road B
250
1220
305055
... More
Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70m high, comprising of 3mm thick wall “W” beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc Mass of 550gms/ sqm, minimum 950mm above road/ ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer-in-charge
-
-
-
... More
Road B
56
6500
364000
... More
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 confiming to TYPE- IV standards of IRC:67-2012 and ASTM D 4956-09, specification and fixed over 2mm thick aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mmm mild steel angle post 75x75x6mm with a clear height of not less than 2.10m from the ground level bottom of the sign board and 0.60 m below ground level . The sign post should be painted as per IRC 67-2012and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materail, equipment, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by engineer in charge. High intensity Retro Reflectro Sheet shall consist of minimmum coefficient of Retro reflection as per table 6.6 of IRC 67- 2012. The Retro-reflective sheeting shall be covered under 7 years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per of IRC 67:2012 for Scheme board (More than 0.90 sqm)as per MORT&H specification No.801
-
-
-
... More
Road A
1.08
11805
12749.4
... More
Road B
1.08
11805
12749.4
... More
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 materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 Foundation of Drain. MORTH No.111,112,304.
-
-
-
... More
Road A
24
166
3986.64
... More
Providing Plain Cement Concrete of grade M10 using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per MORTH Rev. V Specification for Base Course (Without Centering).MORTH No.1000, 1500, 1700, 2100, 2200
-
-
-
... More
Road A
2
5668
11336.26
... More
Vibrated Cement Concrete of grade M25 Mix, using 20 mm & 12 mm ISS size HBG graded metal including cost and 2conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for Drain MORTH No.1000, 1500, 1700, 2100, 2200
-
-
-
... More
Road A
11
14535
159885.77
... More
Supply and fabrication of Tor steel grade Fe-500D steel required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision for spacing bars, cover blocks and all other incidental charges etc,complete as per MORT&H Rev. V specifications.
-
-
-
... More
Road A
0.83
95609
79355.69
... More
Vibrated Cement concrete of grade M30 (Design Mix) using 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 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 Wearing Coat 75mm thickness over CC pavement as per MORTH& Rev V 2702.
-
-
-
... More
Road A
498
745
371049.84
... More
Supply and fabrication of Tor steel grade Fe-240 steel required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision for spacing bars, cover blocks and all other incidental charges etc,complete as per MORT&H Rev. V specifications.
-
-
-
... More
Road A
2.58
95609
246671.92
... More
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 materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 Foundation of box Culvert MORTH No.111,112,304.
-
-
-
... More
Road B: Box Culverts @ Km 0/2
55.65
246
13718.84
... More
Road B: Box Culverts @ Km 0/6
91
246
22433.32
... More
Road B: Box Culverts @ Km 1/2,2/2 & 2/8
168.42
246
41518.9
... More
Road B: Box Culverts @ Km 2/10(i) & 2/10(ii)
211.34
246
52099.54
... More
Road B: Box Culverts @ Km 3/8(i)
61.27
246
15104.28
... More
Road B: Box Culverts @ Km 3/8(ii)
213.01
246
52511.23
... More
Providing Plain Cement Concrete of grade M15 using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per MORTH Rev. V Specification for Base Course(Without Centering). MORTH No.1000,1500, 1700,2100, 2200
-
-
-
... More
Road B: Box Culverts @ Km 0/2
6.2
6110
37885.91
... More
Road B: Box Culverts @ Km 0/6
8.1
6124
49606.34
... More
Road B: Box Culverts @ Km 1/2,2/2 & 2/8
14.34
6137
88016.77
... More
Road B: Box Culverts @ Km 2/10(i) & 2/10(ii)
16.22
6151
99776.52
... More
Road B: Box Culverts @ Km 3/8(i)
5.29
6165
32613.17
... More
Road B: Box Culverts @ Km 3/8(ii)
15.06
6165
92845.8
... More
Providing Vibrated Cement Concrete M20 using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per MORTH Rev. V Specification for Wing wall and Parapet Wall (With Centering).MORTH No.1000,1500,1700,2100,2200
-
-
-
... More
Road B: Box Culverts @ Km 0/2
28.56
8238
235287.85
... More
Road B: Box Culverts @ Km 0/6
63.3
7823
495257.3
... More
Road B: Box Culverts @ Km 1/2,2/2 & 2/8
85.68
8265
708194.89
... More
Road B: Box Culverts @ Km 2/10(i) & 2/10(ii)
89.94
8056
724589.92
... More
Road B: Box Culverts @ Km 3/8(i)
28.56
8292
236842.37
... More
Road B: Box Culverts @ Km 3/8(ii)
75.65
7806
590546.6
... More
Vibrated Reinforced Cement Concrete of grade M25 using ISS size HBG graded metal including cost and conveyance of all materials to site, including cost of cement at site, including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc., complete as per relevant standard specifications for BOX CULVERT. MORTH No.1000,1500,1700,2200,2300
-
-
-
... More
Road B: Box Culverts @ Km 0/2
38.05
11750
447111.85
... More
Road B: Box Culverts @ Km 0/6
59.23
11168
661506.11
... More
Road B: Box Culverts @ Km 1/2,2/2 & 2/8
87.87
11831
1039638.3
... More
Road B: Box Culverts @ Km 2/10(i) & 2/10(ii)
125.3
11474
1437748.59
... More
Road B: Box Culverts @ Km 3/8(i)
32.41
11839
383706.85
... More
Road B: Box Culverts @ Km 3/8(ii)
137.89
11007
1517877.95
... More
Vibrated Cement concrete of grade M30 (Design Mix) using 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 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 Wearing Coat 75mm thickness over Deck Slab.MORTH No.1000,1500,1700,2700, 2702
-
-
-
... More
Road B: Box Culverts @ Km 0/2
23.66
727
17209.81
... More
Road B: Box Culverts @ Km 0/6
28.8
728
20978.5
... More
Road B: Box Culverts @ Km 1/2,2/2 & 2/8
51.48
729
37552.6
... More
Road B: Box Culverts @ Km 2/10(i) & 2/10(ii)
75.6
730
55225.8
... More
Road B: Box Culverts @ Km 3/8(i)
19.5
731
14265.03
... More
Road B: Box Culverts @ Km 3/8(ii)
80.55
731
58925.55
... More
Supply and fabrication of Fe-500D grade steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening,cutting, bending,tying grills, including over Laping to the required length wherever necessary and providing to the reinforcement 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 section 1600 of MORT&H Specifications (Fifth Revision).
-
-
-
... More
Road B: Box Culverts @ Km 0/2
2.48
95609
237110.99
... More
Road B: Box Culverts @ Km 0/6
3.64
95609
348017.74
... More
Road B: Box Culverts @ Km 1/2,2/2 & 2/8
5.76
95609
550709.4
... More
Road B: Box Culverts @ Km 2/10(i) & 2/10(ii)
7.62
95609
728542.64
... More
Road B: Box Culverts @ Km 3/8(i)
2.14
95609
204603.84
... More
Road B: Box Culverts @ Km 3/8(ii)
11.24
95609
1074648.2
... More
Supply and fabrication of Fe-240 grade-1 steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening,cutting,bending,tying grills, including over laping to the required length wherever necessary and providing to the reinforcement 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 section 1600 of MORT&H Specifications (Fifth Revision).
-
-
-
... More
Road B: Box Culverts @ Km 0/2
0.12
95609
11473.11
... More
Road B: Box Culverts @ Km 0/6
0.15
95609
14341.39
... More
Road B: Box Culverts @ Km 1/2,2/2 & 2/8
0.27
95609
25814.5
... More
Road B: Box Culverts @ Km 2/10(i) & 2/10(ii)
0.38
95609
36331.52
... More
Road B: Box Culverts @ Km 3/8(i)
0.1
95609
9560.93
... More
Road B: Box Culverts @ Km 3/8(ii)
0.42
95609
40155.89
... More
Providing and fixing of 100mm dia PVC SEEPAGE pipes required length for abutment and wing including cost and conveyance of all material to worksite, cost and labour for 110mm dia semi spherical backfill arrangements with 100mm broken graniate chips at the periphery and labour charges for fixing etc., complete to drain the backfill -1 No and Outer Wall of Box Culvert MORTH 2706
-
-
-
... More
Road B: Box Culverts @ Km 0/2
4.8
177
852
... More
Road B: Box Culverts @ Km 0/6
7.2
177
1278
... More
Road B: Box Culverts @ Km 1/2,2/2 & 2/8
14.4
177
2556
... More
Road B: Box Culverts @ Km 2/10(i) & 2/10(ii)
9.6
177
1704
... More
Road B: Box Culverts @ Km 3/8(i)
4.8
177
852
... More
Road B: Box Culverts @ Km 3/8(ii)
16
177
2840
... More
Filling Behind Outer wall of Box culvert with clean gritty gravel including cost and Conveyance of gravel to work site, laying handling charges and filling in layers, tamping under optimum moisture incidental charges etc., complete-1 Cum
-
-
-
... More
Road B: Box Culverts @ Km 0/2
14.66
277
4065.8
... More
Road B: Box Culverts @ Km 0/6
16.22
277
4498.46
... More
Road B: Box Culverts @ Km 1/2,2/2 & 2/8
30.32
277
8408.95
... More
Road B: Box Culverts @ Km 2/10(i) & 2/10(ii)
30.16
277
8364.57
... More
Road B: Box Culverts @ Km 3/8(i)
11.75
277
3258.75
... More
Road B: Box Culverts @ Km 3/8(ii)
16.41
277
4551.15
... More
Dismantling of Cut Stone Culvert
Dismantling, Clearing away and carefully stacking materials useful for re use for any thickness of walls in Cut-Stone masonry in lime mortor walls under 3m high etc., complete
-
-
-
... More
Road B: Box Culverts @ Km 0/6
22
512
11284.46
... More
Road B: Box Culverts @ Km 1/2,2/2 & 2/8
33
512
16926.69
... More
Road B: Box Culverts @ Km 2/10(i) & 2/10(ii)
44
512
22568.92
... More
Road B: Box Culverts @ Km 3/8(i)
11
512
5642.23
... More
Road B: Box Culverts @ Km 3/8(ii)
33
512
16926.69
... More
Dismantling, Clearing away and carefully stacking materials useful for re use for any thickness of walls in Brick/Stone masonry in lime mortor walls under 3m high etc., complete
-
-
-
... More
Road B: Box Culverts @ Km 0/6
52.52
283
14870.51
... More
Road B: Box Culverts @ Km 1/2,2/2 & 2/8
157.56
283
44611.54
... More
Road B: Box Culverts @ Km 2/10(i) & 2/10(ii)
137.02
283
38795.84
... More
Road B: Box Culverts @ Km 3/8(i)
52.52
283
14870.51
... More
Road B: Box Culverts @ Km 3/8(ii)
83.31
283
23588.39
... More
Dismantling the existing Plain Cement Concrete 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 111,112,202
-
-
-
... More
Road B: Box Culverts @ Km 2/10(i) & 2/10(ii)
8.25
486
4011.15
... More
Carted earth with lead of 1 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
Road B: Box Culverts @ Km 0/2
183.74
183
33679.54
... More
Road B: Box Culverts @ Km 0/6
183.74
183
33679.54
... More
Road B: Box Culverts @ Km 1/2,2/2 & 2/8
551.22
183
101038.63
... More
Road B: Box Culverts @ Km 2/10(i) & 2/10(ii)
400
183
73320
... More
Road B: Box Culverts @ Km 3/8(i)
183.74
183
33679.54
... More
Road B: Box Culverts @ Km 3/8(ii)
306.24
183
56133.79
... More
Granular Sub-base Grade V of 150 mm 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, etc., complete as per clause 401 ) - For Grading- V Material.MORTH 111,112,401,900
-
-
-
... More
Road B: Box Culverts @ Km 0/2
16.88
1798
30355.14
... More
Road B: Box Culverts @ Km 0/6
16.88
1798
30355.14
... More
Road B: Box Culverts @ Km 1/2,2/2 & 2/8
50.64
1798
91065.41
... More
Road B: Box Culverts @ Km 2/10(i) & 2/10(ii)
45
1798
80923.05
... More
Road B: Box Culverts @ Km 3/8(i)
16.88
1798
30355.14
... More
Road B: Box Culverts @ Km 3/8(ii)
28.13
1798
50585.9
... More
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm. thick in two layers of 125mm each and 150mm thick 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 111,112,406,900 of MORTH Rev-5.l.
-
-
-
... More
Road B: Box Culverts @ Km 0/2
16.88
2070
34948.86
... More
Road B: Box Culverts @ Km 0/6
16.88
2070
34948.86
... More
Road B: Box Culverts @ Km 1/2,2/2 & 2/8
50.64
2070
104846.58
... More
Road B: Box Culverts @ Km 2/10(i) & 2/10(ii)
45
2070
93169.35
... More
Road B: Box Culverts @ Km 3/8(i)
16.88
2070
34948.86
... More
Road B: Box Culverts @ Km 3/8(ii)
28.13
2070
58241.2
... More
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
... More
Sub Total Amount for above all items (excluding GST)
1
41229239
-
... More
GST 18% for above SubTotal Amount
1
7421263
7421263.06
... More
Total in Figures (SubTotal + GST)
-
-
48650502.29
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements