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 Date22 Dec 2022
Closing Date19 Jan 2023
Tender Amount₹ 5,65,00,000
Costs
EMD
₹ 2,95,000Document 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
2022_HWAY_274256_1Bid Award Id
ViewTender No
TN No.18/2022-2023-TNV_23Tender 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
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Upgradation of Vedanatham Union Limit - Iluppaiyur road Km.0/0-1/990
2653.33
-
5.55
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Upgradation of P.Thottiyankulam - Kurinjankulam Road Via Vadapalai Km 0/0 - 1/040
1386.67
-
5.55
... More
Upgradation of Vadakkunatham to Union Limit Pudur km0/0-1/960
2613.33
-
5.55
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Upgradation of Thiruchuli - Kamuthi road to Pillaiyarnatham Km.0/0-1/2
1600
-
5.55
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Picking the existing BT surface as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed of the work and including all other incidental charges etc., complete as per standard specifications as per MORTH Rev. V
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-
-
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Upgradation of M.Puliyankulam-Ilapaikulam Km 0/0-2/0
2468.87
-
18.85
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Upgradation of Vedanatham Union Limit - Iluppaiyur road Km.0/0-1/990
2503.86
-
18.85
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Upgradation of P.Thottiyankulam - Kurinjankulam Road Via Vadapalai Km 0/0 - 1/040
1285.12
-
18.85
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Upgradation of Vadakkunatham to Union Limit Pudur km0/0-1/960
2450
-
18.85
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Upgradation of Thiruchuli - Kamuthi road to Pillaiyarnatham Km.0/0-1/2
1404.93
-
18.85
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Granular Sub-base with Graded Material (Table:-400-1)-Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to worksite, 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)-for Grading V Material (Specification Number as per MORTH Rev.V 111,112,401,900).
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-
-
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Upgradation of M.Puliyankulam-Ilapaikulam Km 0/0-2/0
0.9
-
1661.37
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Upgradation of P.Thottiyankulam - Kurinjankulam Road Via Vadapalai Km 0/0 - 1/040
0.9
-
1626.17
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Upgradation of Thiruchuli - Kamuthi road to Pillaiyarnatham Km.0/0-1/2
1.8
-
1643.77
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Wet Mix Macadam (Table400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing 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 and compacting with vibratory roller to achieve the desired density, Complete as per clause 406) (Specification Number as per MORTH Rev.V 111,112,406,900).
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-
-
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Upgradation of M.Puliyankulam-Ilapaikulam Km 0/0-2/0
1853.16
-
1984.38
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Upgradation of Vedanatham Union Limit - Iluppaiyur road Km.0/0-1/990
1877.9
-
1984.38
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Upgradation of P.Thottiyankulam - Kurinjankulam Road Via Vadapalai Km 0/0 - 1/040
772.27
-
1984.38
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Upgradation of Vadakkunatham to Union Limit Pudur km0/0-1/960
1470
-
1984.38
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Upgradation of Thiruchuli - Kamuthi road to Pillaiyarnatham Km.0/0-1/2
845.36
-
1984.38
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Prime coat (Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502) - over WMM/ WBM.(Specification Number as per MORTH Rev.V 111,112,502,900).
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-
-
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Upgradation of M.Puliyankulam-Ilapaikulam Km 0/0-2/0
7412.6
-
78.25
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Upgradation of Vedanatham Union Limit - Iluppaiyur road Km.0/0-1/990
7511.59
-
78.25
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Upgradation of P.Thottiyankulam - Kurinjankulam Road Via Vadapalai Km 0/0 - 1/040
3861.35
-
78.23
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Upgradation of Vadakkunatham to Union Limit Pudur km0/0-1/960
7350
-
78.27
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Upgradation of Thiruchuli - Kamuthi road to Pillaiyarnatham Km.0/0-1/2
4226.8
-
78.25
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Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm over granular surfaces treated with primer.(Specification Number as per MORTH Rev.V 111,112,503,900).
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-
-
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Upgradation of M.Puliyankulam-Ilapaikulam Km 0/0-2/0
7412.6
-
18.6
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Upgradation of Vedanatham Union Limit - Iluppaiyur road Km.0/0-1/990
7511.59
-
18.6
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Upgradation of P.Thottiyankulam - Kurinjankulam Road Via Vadapalai Km 0/0 - 1/040
3861.35
-
18.59
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Upgradation of Vadakkunatham to Union Limit Pudur km0/0-1/960
7350
-
18.61
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Upgradation of Thiruchuli - Kamuthi road to Pillaiyarnatham Km.0/0-1/2
4226.8
-
18.6
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Bituminous Macadam - Providing and laying bituminous macadam 50mm compacted thick with Central Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504 of MORTH Specification - Grading II
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-
-
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Upgradation of M.Puliyankulam-Ilapaikulam Km 0/0-2/0
370.64
-
8844.88
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Upgradation of Vedanatham Union Limit - Iluppaiyur road Km.0/0-1/990
375.59
-
8844.88
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Upgradation of P.Thottiyankulam - Kurinjankulam Road Via Vadapalai Km 0/0 - 1/040
193.08
-
8844.88
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Upgradation of Vadakkunatham to Union Limit Pudur km0/0-1/960
367.5
-
8844.88
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Upgradation of Thiruchuli - Kamuthi road to Pillaiyarnatham Km.0/0-1/2
211.34
-
8844.88
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Bituminous Concrete 30mm thick (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading,premixed with bituminous binder (Viscosity Grade - 30) at percentage specified by JMF of mix and filer, transporting the hot mix to work site, laying wih a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.507 complete in all respects) - Grading II.(Specification Number as per MORTH Rev.V 111,112,507,900).
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-
-
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Upgradation of M.Puliyankulam-Ilapaikulam Km 0/0-2/0
222.39
-
11713.6
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Upgradation of Vedanatham Union Limit - Iluppaiyur road Km.0/0-1/990
225.35
-
11713.6
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Upgradation of P.Thottiyankulam - Kurinjankulam Road Via Vadapalai Km 0/0 - 1/040
115.85
-
11713.6
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Upgradation of Vadakkunatham to Union Limit Pudur km0/0-1/960
220.5
-
11713.6
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Upgradation of Thiruchuli - Kamuthi road to Pillaiyarnatham Km.0/0-1/2
126.8
-
11713.6
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Earthwork for subgrade, shoulders and back fills in accordance with the specifications, lines, grades and cross sections as shown in the drawings or as indicated by the Engineer as per SS20B for 97% Compaction for making up Berms using Side Earth as per MORTH Rev. V
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-
-
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Upgradation of M.Puliyankulam-Ilapaikulam Km 0/0-2/0
2423.52
-
214.06
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Upgradation of Vedanatham Union Limit - Iluppaiyur road Km.0/0-1/990
2458.17
-
214.06
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Upgradation of P.Thottiyankulam - Kurinjankulam Road Via Vadapalai Km 0/0 - 1/040
1061.97
-
214.06
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Upgradation of Vadakkunatham to Union Limit Pudur km0/0-1/960
2058
-
214.06
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Upgradation of Thiruchuli - Kamuthi road to Pillaiyarnatham Km.0/0-1/2
1171.38
-
214.06
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Providing RCC M 15 grade precast KM stone of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete
-
-
-
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Upgradation of M.Puliyankulam-Ilapaikulam Km 0/0-2/0
2
-
906
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Upgradation of Vedanatham Union Limit - Iluppaiyur road Km.0/0-1/990
2
-
906
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Upgradation of P.Thottiyankulam - Kurinjankulam Road Via Vadapalai Km 0/0 - 1/040
1
-
906
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Upgradation of Vadakkunatham to Union Limit Pudur km0/0-1/960
2
-
906
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Upgradation of Thiruchuli - Kamuthi road to Pillaiyarnatham Km.0/0-1/2
1
-
906
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Providing RCC M 15 grade precast HM stone of standard design as per IRC 8 - 1980 and fixing in position including painting, printing etc., complete
-
-
-
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Upgradation of M.Puliyankulam-Ilapaikulam Km 0/0-2/0
8
-
256
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Upgradation of Vedanatham Union Limit - Iluppaiyur road Km.0/0-1/990
8
-
256
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Upgradation of P.Thottiyankulam - Kurinjankulam Road Via Vadapalai Km 0/0 - 1/040
4
-
256
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Upgradation of Vadakkunatham to Union Limit Pudur km0/0-1/960
8
-
256
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Upgradation of Thiruchuli - Kamuthi road to Pillaiyarnatham Km.0/0-1/2
5
-
256
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Sub estimate for Pipe Culvert
-
-
-
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Earthwork excavationin all classes of soils depositing on bank, with all leads and lifts as per SS 20B, including cost of all labour, equipments and all other incidental charges such as shoring, bracing, and their subsequent removal, removal of all logs, stumps 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 specifation for Foundation for Pipe culvert
-
-
-
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Upgradation of M.Puliyankulam-Ilapaikulam Km 0/0-2/0
27.46
-
106.25
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Upgradation of P.Thottiyankulam - Kurinjankulam Road Via Vadapalai Km 0/0 - 1/040
27.46
-
106.25
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Upgradation of Thiruchuli - Kamuthi road to Pillaiyarnatham Km.0/0-1/2
54.92
-
106.25
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Plain Cement concrete M 15 (Nominal Mix) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site, including cost of cement at site and including soft water, labour charges for mixing, transporting, laying, curing and compacting concrete, hire charges for tools and plants and all other incidental charges etc., complete as per standard specification for FOUNDATION for Pipe culvert.
-
-
-
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Upgradation of M.Puliyankulam-Ilapaikulam Km 0/0-2/0
3.17
-
5877.01
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Upgradation of P.Thottiyankulam - Kurinjankulam Road Via Vadapalai Km 0/0 - 1/040
3.17
-
5723.56
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Upgradation of Thiruchuli - Kamuthi road to Pillaiyarnatham Km.0/0-1/2
6.34
-
5842.87
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Vibrated Cement Concrete M 20 (Nominal Mix)using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for BODY WALL for Pipe culvert (below sill)
-
-
-
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Upgradation of M.Puliyankulam-Ilapaikulam Km 0/0-2/0
17.95
-
7703.72
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Upgradation of P.Thottiyankulam - Kurinjankulam Road Via Vadapalai Km 0/0 - 1/040
17.95
-
7550.27
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Upgradation of Thiruchuli - Kamuthi road to Pillaiyarnatham Km.0/0-1/2
35.9
-
7669.58
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Vibrated Cement Concrete of M 20 (Nominal Mix) using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for BODY WALL for Pipe culvert (above sill)
-
-
-
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Upgradation of M.Puliyankulam-Ilapaikulam Km 0/0-2/0
15.95
-
8811.32
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Upgradation of P.Thottiyankulam - Kurinjankulam Road Via Vadapalai Km 0/0 - 1/040
15.95
-
8657.87
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Upgradation of Thiruchuli - Kamuthi road to Pillaiyarnatham Km.0/0-1/2
31.9
-
8777.18
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Supply and Hoisting of NP3 class RCC (1000mm dia) Pipes supplied by the Contractor at his own cost and risk specified below confirming to IS 458 / 2003 including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete, as per MORTH Specification.
-
-
-
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Upgradation of M.Puliyankulam-Ilapaikulam Km 0/0-2/0
7.5
-
4130
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Upgradation of P.Thottiyankulam - Kurinjankulam Road Via Vadapalai Km 0/0 - 1/040
10
-
4130
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Upgradation of Thiruchuli - Kamuthi road to Pillaiyarnatham Km.0/0-1/2
15
-
4130
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Gravel Filling in between body wall with clean good gritty gravel including cost and conveyance to the site including labour charges for filling in layers, watering, tamping under optimum moisture content to get the maximum density and all other incidental charges etc. complete. for Pipe culvert
-
-
-
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Upgradation of M.Puliyankulam-Ilapaikulam Km 0/0-2/0
11.16
-
316.9
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Upgradation of P.Thottiyankulam - Kurinjankulam Road Via Vadapalai Km 0/0 - 1/040
17.05
-
374.15
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Upgradation of Thiruchuli - Kamuthi road to Pillaiyarnatham Km.0/0-1/2
22.32
-
368.42
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Dismantling the existing RR masonry and Salvaging and removal and disposal of resulting materials and back filling the resulting trenches etc., As per PWD SoR 2022-2023
-
-
-
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Upgradation of M.Puliyankulam-Ilapaikulam Km 0/0-2/0
7.27
-
244
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Upgradation of P.Thottiyankulam - Kurinjankulam Road Via Vadapalai Km 0/0 - 1/040
7.27
-
244
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Upgradation of Thiruchuli - Kamuthi road to Pillaiyarnatham Km.0/0-1/2
14.54
-
244
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Sub estimate for Box Culvert
-
-
-
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Earthwork excavation in all classes of soils depositing on bank, with all leads and lifts as per SS 20B, including cost of all labour, equipments and all other incidental charges such as shoring, bracing, and their subsequent removal, removal of all logs, stumps 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 specifation for Foundation for Box culvert and Return Wall.
-
-
-
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Upgradation of Vedanatham Union Limit - Iluppaiyur road Km.0/0-1/990
34.66
-
106.25
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Vibrated Cement Concrete of grade M15 Nominal Mix, using 40mm 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 and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for levelling course of BOX CULVERT AND RETURN WALL.
-
-
-
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Upgradation of Vedanatham Union Limit - Iluppaiyur road Km.0/0-1/990
3.81
-
5897.69
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Vibrated Reinforced Cement Concrete of M25 (Design Mix) using 20mm HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrications of steel at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for BOX CULVERT BASE SLAB
-
-
-
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Upgradation of Vedanatham Union Limit - Iluppaiyur road Km.0/0-1/990
8.84
-
9044.75
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Vibrated Reinforced Cement Concrete of M25 (Design Mix) using 20mm HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrications of steel at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for BOX CULVERT SIDE WALL
-
-
-
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Upgradation of Vedanatham Union Limit - Iluppaiyur road Km.0/0-1/990
7.09
-
14843.71
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Vibrated Reinforced Cement Concrete of M25 (Design Mix) using 20 mm HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrications of steel at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for BOX CULVERT DECK SLAB
-
-
-
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Upgradation of Vedanatham Union Limit - Iluppaiyur road Km.0/0-1/990
6.22
-
10859.05
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Providing and Fixing 100mm dia Class I PVC Seepage Pipes of required length for abutment and wings, including cost and conveyance of all materials to work site, cost and labour for 900mm dia semi-spherical backfill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc., to drain of the backfill FOR BOX CULVERT
-
-
-
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Upgradation of Vedanatham Union Limit - Iluppaiyur road Km.0/0-1/990
22
-
177.5
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Supply and Fabrication of steel Grade Fe-500 at site required for all RCC items of works involved in the schedule including cost of steel at site, cost of fabrication, labour charges for cleaning the bars, straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary, hoisting 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. for BOX CULVERT
-
-
-
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Upgradation of Vedanatham Union Limit - Iluppaiyur road Km.0/0-1/990
1.69
-
93229.27
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Providing FILTER MEDIA behind the Abutments and Wings with clean graded III material to 600mm thick using filter materials as per Appendix - 6 of IRC: 78-2014 and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc. for filter media as per MORTH Revision vth Cl.309-3-2-2 and 305-4-4 etc., complete.∙
-
-
-
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Upgradation of Vedanatham Union Limit - Iluppaiyur road Km.0/0-1/990
19.37
-
1243.93
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Vibrated Cement Concrete of grade M20 (Nominal Mix ) using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and including cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, working on height, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for PARAPET FOR BOX CULVERT
-
-
-
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Upgradation of Vedanatham Union Limit - Iluppaiyur road Km.0/0-1/990
0.95
-
6864.76
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Providing and Fixing of G.I. Drainage Spouts of 100mm dia as per GOI drawing No. SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spouts projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing including cost and conveyance of GI pipe and flats and fixing them in position etc. complete as per standard specification.
-
-
-
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Upgradation of Vedanatham Union Limit - Iluppaiyur road Km.0/0-1/990
2
-
2271
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Vibrated Cement Concrete of M 20 (Nominal Mix ) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for footing of return wall
-
-
-
... More
Upgradation of Vedanatham Union Limit - Iluppaiyur road Km.0/0-1/990
9
-
6011.6
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Vibrated Cement Concrete of M20 (Nominal Mix) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for Stem of return wall
-
-
-
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Upgradation of Vedanatham Union Limit - Iluppaiyur road Km.0/0-1/990
15.83
-
8984.68
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Supply and Fabrication of steel Grade Fe-240 at site required for all RCC items of works involved in the schedule including cost of steel at site, cost of fabrication, labour charges for cleaning the bars, straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary, hoisting 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. for BOX CULVERT
-
-
-
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Upgradation of Vedanatham Union Limit - Iluppaiyur road Km.0/0-1/990
0.07
-
93229.27
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VRCC M30 (design mix) using 20mm 12mm 6mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification for WEARING COAT OVER DECK SLAB AND APPROACH SLAB.
-
-
-
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Upgradation of Vedanatham Union Limit - Iluppaiyur road Km.0/0-1/990
13.86
-
690.41
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Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines , grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 95% compacion
-
-
-
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Upgradation of Vedanatham Union Limit - Iluppaiyur road Km.0/0-1/990
349.2
-
213.06
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Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines , grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 97% compacion
-
-
-
... More
Upgradation of Vedanatham Union Limit - Iluppaiyur road Km.0/0-1/990
127.05
-
214.06
... More
Gravel soling for making pavements in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Diversion road using Gravel from an approved quarry
-
-
-
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Upgradation of Vedanatham Union Limit - Iluppaiyur road Km.0/0-1/990
33.75
-
403.52
... More
Dismantling the existing RR masonry and Salvaging and removal and disposal of resulting materials and back filling the resulting trenches etc., As per PWD SoR 2022-2023
-
-
-
... More
Upgradation of Vedanatham Union Limit - Iluppaiyur road Km.0/0-1/990
13.4
-
244
... More
Sub estimate for Retaining Wall
-
-
-
... More
Earthwork excavationin all classes of soils depositing on bank, with all leads and lifts as per SS 20B, including cost of all labour, equipments and all other incidental charges such as shoring, bracing, and their subsequent removal, removal of all logs, stumps 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 specifation for Foundation for Retaining wall
-
-
-
... More
Upgradation of M.Puliyankulam-Ilapaikulam Km 0/0-2/0
198.58
-
106.25
... More
Vibrated Cement Concrete of M10 (Nominal Mix) using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for LEVELING COURSE OF Retaining Wall
-
-
-
... More
Upgradation of M.Puliyankulam-Ilapaikulam Km 0/0-2/0
15.28
-
5193.54
... More
Vibrated Cement Concrete of M20 (Nominal Mix) using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for FOOTINGS OF Retaining Wall
-
-
-
... More
Upgradation of M.Puliyankulam-Ilapaikulam Km 0/0-2/0
20.96
-
6877.01
... More
Vibrated Cement Concrete of M20 (Nominal Mix) using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for Retaining Wall (below sill)
-
-
-
... More
Upgradation of M.Puliyankulam-Ilapaikulam Km 0/0-2/0
86.68
-
7516.88
... More
Vibrated Cement Concrete of M 20 (Nominal Mix) using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for Retaining Wall (above sill)
-
-
-
... More
Upgradation of M.Puliyankulam-Ilapaikulam Km 0/0-2/0
71.55
-
9543.58
... More
Providing and fixing SEEPAGE PIPES of 100mm dia PVC pipes of required length for Retaining Wall including cost and conveyance of all materials to worksite, cost and labour for 900mm dia. Semi-spherical back fill arrangements with 110mm size broken granite chips at the periphery and labour charges for fixing etc., to drain of the Backfill in the Retaining Wall
-
-
-
... More
Upgradation of M.Puliyankulam-Ilapaikulam Km 0/0-2/0
63
-
177.5
... More
Repairs to Causeway
-
-
-
... More
Vibrated Cement Concrete of M 20 (Nominal Mix) using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for Base Course over Existing Hard Bed
-
-
-
... More
Upgradation of M.Puliyankulam-Ilapaikulam Km 0/0-2/0
58.2
-
6282.51
... More
Upgradation of P.Thottiyankulam - Kurinjankulam Road Via Vadapalai Km 0/0 - 1/040
20.25
-
6194.6
... More
VRCC M30 (design mix) using 20mm 12mm 6mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification for WEARING COAT OVER Existing Hard Bed .
-
-
-
... More
Upgradation of M.Puliyankulam-Ilapaikulam Km 0/0-2/0
238
-
692.47
... More
Upgradation of P.Thottiyankulam - Kurinjankulam Road Via Vadapalai Km 0/0 - 1/040
202.5
-
680.44
... More
Upgradation of Thiruchuli - Kamuthi road to Pillaiyarnatham Km.0/0-1/2
600
-
689.54
... More
Sub estimate for Cross Drain
-
-
-
... More
Earthwork excavation in all classes of soils depositing on bank, with all leads and lifts as per SS 20B, including cost of all labour, equipments and all other incidental charges such as shoring, bracing, and their subsequent removal, removal of all logs, stumps 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 specifation for Foundation for Cross Drain
-
-
-
... More
Upgradation of Thiruchuli - Kamuthi road to Pillaiyarnatham Km.0/0-1/2
18.9
-
106.25
... More
Cement Concrete M20 Grade using 40mm ISS Size hard broken granite metal including cost and conveyance of all materials to site cost and labour charges for formwork centering, labour charges for laying, compacting curing, all incidental charges complete for Levelling Course Below Side Drain
-
-
-
... More
Upgradation of Thiruchuli - Kamuthi road to Pillaiyarnatham Km.0/0-1/2
4.05
-
6022.98
... More
Vibrated Cement Concrete M20 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for BOTTOM SLAB,SIDE WALLS of DRAIN
-
-
-
... More
Upgradation of Thiruchuli - Kamuthi road to Pillaiyarnatham Km.0/0-1/2
3.6
-
6885.48
... More
Vibrated Reinforced Cement Concrete M20 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for TOP SLAB OF DRAIN
-
-
-
... More
Upgradation of Thiruchuli - Kamuthi road to Pillaiyarnatham Km.0/0-1/2
3.38
-
8578.06
... More
Supply and Fabrication of steel Grade Fe-500 at site required for all RCC items of works involved in the schedule including cost of steel at site, cost of fabrication, labour charges for cleaning the bars, straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary, hoisting 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. for Drain Top slab
-
-
-
... More
Upgradation of Thiruchuli - Kamuthi road to Pillaiyarnatham Km.0/0-1/2
0.22
-
93229.27
... More
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
... More
Sub Total Amount for above all items (excluding GST)
1
-
47875016.02
... More
GST 18% for above SubTotal Amount
1
-
8617502.88
... More
Total in Figures (SubTotal + GST)
-
-
-
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