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 Date7 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 4,37,65,000
Costs
EMD
₹ 2,29,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_481354_1Bid Award Id
ViewTender No
TN.No.07/2024-2025 / SDO/Dated.21.08.2024-2Tender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
Picking the existing BT surface upto 50mm thick depth etc. complete as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and depositing the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed for the work and including all other incidental charges etc., complete as per as per clause 111, 112, 202, 203, 303, 403 & 501 of MORT&H Specification (Fifth Revision).
4589.3
100230
21.84
Construction of Granular Sub-base 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 111, 112, 401 & 900 of MORTH Specification for grading-V Material.
455
800153
1758.58
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam of required thickness including premixing the materials with water at OMC in mechanical 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 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.
3463.3
7552071
2180.6
Providing and laying Prime Coat over 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 111, 112, 501, 502 & 900 of MORTH Rev-5.
13754.1
1123709
81.7
Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50 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 per Clause 111, 112, 501, 503 & 900 of MORTH Rev-5.
13754.1
259264
18.85
Providing and laying Tack Coat over Dry Lean cement concrete surface using 3.00 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 per Clause 111, 112, 501, 503 & 900 of MORTH Rev-5.
41.6
887
21.33
Providing and laying 50mm thick Consolidated thick Bituminous Macadam using 0.20 cum of 26.50-13.20mm 0.430cum of 13.20-2.36mm and 0.08 cum of 2.36mm & below IRC metal with 37 kgs of VG30 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using 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 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 20-30t, CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plants required, including all other and incidental charges etc., complete as per specification using CMP as per clause 111, 112, 501, 504 & 900 of MORTH Rev-5.
691.1
5888420
8520.36
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 2.36mm and below with 50.30 kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates 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 8-10t Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t, CMP with bitumen boiler, tipper trucks, Paver finisher, Vibratory roller and all other tools and plants required, including all other and incidental charges etc., complete as per specification using CMP as per clause 111, 112, 501, 507 & 900 of MORTH Rev-5.
413.9
4469871
10799.4
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 backfilling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for Carted earth for making up berms with conveyance of 5 Km complete as directed by the departmental officers as per clause 111, 112, 301, 305 & 900 of MORT&H Specification (Fifth Revision)
1891.6
450276
238.04
Providing RCC M15 grade precast HM stone of standard design as per IRC 26 -1967 and fixing in position including painting and printing etc., complete (as per MORTH & H specification no 804).
15
8619
574.65
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 MORTH & H specification no 804).
4
8788
2197
Providing and erecting of Direction and Place Identification Retro-Reflectorized 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 2mm thick aluminium sheet fixed over a back supporting frame of size 25mm x 25mm x 3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm 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 painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmX60cm 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 coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. 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 he obtained as per IRC 67:2012. (as per MORT&H Specification No 801).
Rate per Sqm (For sign having area more than 0.9 sqm) Type-IV
1.8
21249
11805
Supply and fixing of R.C.C. GUIDE POSTS of size 1.2x0.2x0.2 m with reflective star stickers with tin M.S. Sheet with two side packing and top cover of 0.75 inches in R.C.C 1:2:4 mix using 20mm HBG metal with 10mm 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 Projection by 0.75 inches x 3 inches including cost and conveyance of materials to worksite etc., complete.
77
93956
1220.22
Vibrated cement concrete of grade M30 (design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site and including cost of form work, labour charges for mixing, transporting, laying, curing concrete, potable water, working at depths, hire charges for tools and plants, including all other incidental charges etc., complete as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for HARD BED.
49.5
496268
10025.63
Vibrated Reinforced Cement concrete grade M30 Design mix, using 20mm, 12mm, 6mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel and 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, as per clause 2702.2 of MORT&H Specification (Fifth Revision) for WEARING COAT OF 75MM UNIFORM THICKNESS OVER EXISTING HARD BED.
502.9
349450
694.87
Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges for power roller compaction, watersprionkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers.
1080
28814
26.68
Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our 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 as per Clause 111, 112, 304 of MORT&H (V Revision) for FOUNDATION OF BOX CULVERT, RETAINING WALL AND PAVED SHOULDER.
-
-
-
i) Construction of Box Culvert of size 1.5m x 1.5m at Km 1/2, 2/8 & 4/2.
263.9
65056
246.52
ii) Construction of Retaining wall at Km 1/2, 2/2, 2/8, 3/2, 3/6, 4/4.
1181.7
291312
246.52
iii) Construction of Paved Shoulder at Km 2/10.
24
5916
246.52
Plain Cement Concrete of grade M10 (Nominal mix), using 40mm ISS HBG 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, as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for LEVELING COURSE OF BOX CULVERT.
-
-
-
i) Construction of Box Culvert of size 1.5m x 1.5m at Km 1/2, 2/8 & 4/2.
11.5
62186
5407.55
Vibrated Reinforced cement concrete of grade M25 (design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel including cost of form work, labour charges for mixing, transporting, laying, curing concrete, potable water, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for BASE SLAB, SIDE AND TOP SLAB OF BOX CULVERT.
-
-
-
i) Construction of Box Culvert of size 1.5m x 1.5m at Km 1/2, 2/8 & 4/2.
66.6
789118
11848.63
Vibrated Cement Concrete of grade M20 Nominal Mix, 1:1.5:3 using 40mm ISS HBG 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, as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for FOOTINGS OF WING WALL OF BOX CULVERT AND RETAINING WALL. (BELOW SILL).
-
-
-
i) Construction of Box Culvert of size 1.5m x 1.5m at Km 1/2, 2/8 & 4/2.
25.4
159286
6271.13
ii) Construction of Retaining wall at Km 1/2, 2/2, 2/8, 3/2, 3/6, 4/4.
295.5
1853151
6271.24
Vibrated Cement Concrete of grade M20 Nominal Mix, 1:1.5:3 using 40mm ISS HBG 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, as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for STEM OF WING WALL OF BOX CULVERT AND RETAINING WALL. (BELOW SILL).
-
-
-
i) Construction of Box Culvert of size 1.5m x 1.5m at Km 1/2, 2/8 & 4/2.
42
349096
8311.82
ii) Construction of Retaining wall at Km 1/2, 2/2, 2/8, 3/2, 3/6, 4/4.
548.9
4270090
7779.36
Vibrated Cement Concrete of grade M20 Nominal Mix, 1:1.5:3 using 40mm ISS HBG 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, as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for STEM OF WING WALL OF BOX CULVERT AND RETAINING WALL. (ABOVE SILL).
-
-
-
i) Construction of Box Culvert of size 1.5m x 1.5m at Km 1/2, 2/8 & 4/2.
35.3
375850
10647.33
ii) Construction of Retaining wall at Km 1/2, 2/2, 2/8, 3/2, 3/6, 4/4.
464.6
4630974
9967.66
Vibrated Cement Concrete M15 grade Nominal Mix, using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at sitel including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specification, as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) FOR PARAPET OVER BOX CULVERT AND RETAINING WALL.
-
-
-
i) Construction of Box Culvert of size 1.5m x 1.5m at Km 1/2, 2/8 & 4/2.
2.6
29047
11172.25
ii) Construction of Retaining wall at Km 1/2, 2/2, 2/8, 3/2, 3/6, 4/4.
55.9
644085
11522.11
Supply and fabrication of Fe-500D grade Steel required for all RCC items of works involved in the schedule cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping 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 clause 1600 of MORT&H Specifications (Fifth Revision) for BOX CULVERT.
-
-
-
i) Construction of Box Culvert of size 1.5m x 1.5m at Km 1/2, 2/8 & 4/2.
4.75
454144
95609.27
Providing and fixing PVC seepage pipes of 100mm dia. PVC pipes of requied lengths 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 ganite chips at the periphery and labour charges for fixing, etc., complete as per clause 2700 of MORT&H Specification (Fifth Revision) to drain of the backfill in between the RETAINING WALL.
-
-
-
ii) Construction of Retaining wall at Km 1/2, 2/2, 2/8, 3/2, 3/6, 4/4.
271.4
48173
177.5
Refilling behind retaining wall with excavated earth including conveyance of all materials to work site including labour charges for filling in layers compacting by manual labour under optimum moisture content to get the maximum density as layer including all incidental charges etc,. complete FOR BOX CULVERT AND RETAINING WALL. (Labour Charges only).
-
-
-
i) Construction of Box Culvert of size 1.5m x 1.5m at Km 1/2, 2/8 & 4/2.
138.1
5917
42.85
ii) Construction of Retaining wall at Km 1/2, 2/2, 2/8, 3/2, 3/6, 4/4.
1307.6
56030
42.85
Filling behind Retaining wall with Carted earth including cost and conveyance of earth to worksite, laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc,. complete FOR RETAINING WALL.
-
-
-
ii) Construction of Retaining wall at Km 1/2, 2/2, 2/8, 3/2, 3/6, 4/4.
31.7
7246
228.61
Plain Cement Concrete of grade M15 (Nominal mix), 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site 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, as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for BASE COURSE OF PAVED SHOULDER.
-
-
-
iii) Construction of Paved Shoulder at Km 2/10.
48
295401
6154.19
Plain Cement Concrete of grade M20 (Nominal mix), 1:1.5:3 using 20mm ISS HBG 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, as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for WEARING COAT OF PAVED SHOULDER.
-
-
-
iii) Construction of Paved Shoulder at Km 2/10.
24
165260
6885.85
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
37085649
GST 18% for above SubTotal Amount
1
6675417
6675417
Total Value put to Tender
1
-
43761066
Negotiated Percentage
1
-
-
Final Negotiated Value
1
-
-
Add GST at 12% of Final Negotiated Value
1
-
-
Total Value of Contract Including 12% of GST
1
-
-
Total in Figures (SubTotal + GST)
-
43761066
-
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
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