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Tvlr Division Abt Sub Division Chn-022 Cridp 2021-2022 Construction Of Drain And Reconstruction Of Box Culvert Works In Ambattur ( H ) C And M Sub Division Jurisdiction ( Job Code Chn-022 ) , ambattur-Tamil Nadu

Highways Department-HD has published Tvlr Division Abt Sub Division Chn-022 Cridp 2021-2022 Construction Of Drain And Reconstruction Of Box Culvert Works In Ambattur ( H ) C And M Sub Division Jurisdiction ( Job Code Chn-022 ) . Submission Date for this Tender is 04-02-2022. Drainage Tenders in ambattur Tamil Nadu. Bidders can get complete Tender details and download the document.




Tender Notice

30703278
Tvlr Division Abt Sub Division Chn-022 Cridp 2021-2022 Construction Of Drain And Reconstruction Of Box Culvert Works In Ambattur ( H ) C And M Sub Division Jurisdiction ( Job Code Chn-022 )
Open Tender
Indian
Tamil Nadu
ambattur
04-02-2022

Tender Details

Tvlr Division Abt Sub Division Chn-022 Cridp 2021-2022 Construction Of Drain And Reconstruction Of Box Culvert Works In Ambattur ( H ) C And M Sub Division Jurisdiction ( Job Code Chn-022 )

Key Value

Document Fees
Refer document
EMD
INR 105000.0 /-
Tender Value
INR 1.82 Crore /-

BOQ Items

Name of work : Construction of Drain and Reconstruction of Box Culvert works in Ambattur (H) C&M Sub Division Jurisdiction (Job Code CHN-022) A: Construction of Drain at Km 0/0 - 0/4 of Azinjivakkam Road including Construction of culvert at Km 0/2 (CRIDP 21-22-O-1182) B: Reconstruction of Box Culvert at Km 0/6, 0/8 of AVP Road to Manali-Mathur Road (via) Kosapur (CRIDP 21-22-O-1172)
Sl. No. Item Description
1Earthwork excavation in all classes of soils except hard rock not 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, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation, backfilling, and clearing the site and disposal of all surplus materials etc, complete as per standard specification forfoundation of Drain
2Road A
3Filling with stone dust including cost and conveyance of material to work site including labour charges for filling, laying, compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers including all other material charges etc, complete below leveling course
4Road A
5Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for levelling course below drain
6Road A
7Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, 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 for drain walls and cover slab
8Road A
9Supply and fabrication of STEEL grade Fe500 with suitable anticorrosive measure required for all the reinforced cement concrete items of work involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete
10Road A
11Providing and fixing of M.S Gratings of 300 x 200 mm size with M.S flats of 25x10 mm for outer frames, 25x6 mm for inner braces including cost and conveyance of materials and gratings and fixing them in position.
12Road A
13Hire charges for providing and maintaining of Barricades of minimum 2.00 m length and 1.5m height, in the working locations of drain using ISMC 75 transom and verticals with min wt of 7.14 kg / m in addition with L angle support of 50 x 50 x 5 mm size and covered with 3 mm thick M.S sheet of Size 2m x 1.20m including nailing to the floor,costoffabrication, transportation, lifting, and placing, with reflective stickers of required size and placing the barricades without hindrance to the traffic, including shifting of barricades and the e barricading shall remain in the same location for minimum period of 21 days or till completion of work on the particular location. (All the barricading material shall be disposed and taken away from the site by the contractor. No additional payment shall be made for extended period of contract) etc complete.,
14Road A
15Supplyingand fixing of Reinforced Cement Concrete Man hole cover 750 mm dia with frames as per IRC SP 50- 1999 as directed by the Departmental officers including labour chargesfor fixing at every intervals of 5 m along the drain including all other incidental charges etc., complete
16Road A
17Disposal of surplus earth to a distance of 5 km over theinitial lead of 1km to a places shown by the by the dept. officers etc, complete.
18Road A
19Dismantling the existing Plain Cement concrete in the existing causeway / bridge 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.
20Road B
21Earthwork 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 for Drain as per standard specification MoRTH Rev.V No. 301, 304
22Road B
23Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for levelling course below Box Culvert and Wing wall.
24Road B
25Vibrated Reinforced Cement Concrete M25 (Design Mix) using ISShard broken granite metal for including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for CELL BOX
26Road B
27Supply and fabrication of STEEL grade Fe500 with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete.
28Road B
29Vibrated Reinforced Cement Concrete M25 (Design Mix) using ISShard broken granite metal for including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for Wing wall
30Road B
31Vibrated Reinforced Cement Concrete of grade M30 (Design Mix) using 20mm, 12mm,6mm ISS Graded HBG stone Jelly including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, and incidental charges such as bailing out watercomplete excluding steel as per relevant standard specification, wearing coat of 75mm uniform thickness over deck slab as per MORT&H Rev. V specifications No.100,1000,1500,1600, 1700,2700
32Road B
33Vibrated Cement Concrete M20 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materialsfrom 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 No.1000, 1500, 1700, 2200 for Parapet Wall
34Road B
35Granular 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 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 ) - for grading- VMaterial as per MORT&H Rev. V specificationsNo.111,112,401,900.
36Road B
37Wet Mix Macadam (Table 400-13) (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 MORTH Rev. V Specification as per MORT&H Rev. V specificationsNo.111.112.406.900.
38Road B
39Prime 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 - over WMM as per MORT&H Rev. V specificationsNo.111,112,502,900.
40Road B
41Tack 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 on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over WMM granular surfaces treated with primer as per MORT&H Rev. V specificationsNo.111,112,503,900.
42Road B
43Tack coat- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over bituminous surfaces
44Road B
45Bituminous Macadam (Table - 500-10) (Providing and laying bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade - 30) at percentage specified by JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisherto 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.505) Grading II
46Road B
47Bituminous Concrete (Table500-17) (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 filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compactioncomplete in all respects as per MORTH Rev. V Specification No. No.111,507,900 - Grading II
48Road B
49Sub Estimate : Construction of culvert at Km 0/2 of Azhinjivakkam Road
50Earthwork 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 for Drain as per standard specification MoRTH Rev.V No. 301, 304
51Road A (Sub-Estimate)
52Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for levelling course below Box Culvert and Wing wall.
53Road A (Sub-Estimate)
54Vibrated Reinforced Cement Concrete M25 (Design Mix) using ISShard broken granite metal for including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for CELL BOX
55Road A (Sub-Estimate)
56Vibrated Reinforced Cement concrete in M30 usingISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for Approach slab
57Road A (Sub-Estimate)
58Supply and fabrication of STEEL grade Fe500 with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete.
59Road A (Sub-Estimate)
60Vibrated Reinforced Cement Concrete of grade M30 (Design Mix) using 20mm, 12mm,6mm ISS Graded HBG stone Jelly including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, and incidental charges such as bailing out watercomplete excluding steel as per relevant standard specification, wearing coat of 75mm uniform thickness over deck slab as per MORT&H Rev. V specifications No.100,1000,1500,1600, 1700,2700
61Road A (Sub-Estimate)
62Granular 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 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 ) - for grading- VMaterial as per MORT&H Rev. V specificationsNo.111,112,401,900.
63Road A (Sub-Estimate)
64Wet Mix Macadam (Table 400-13) (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 MORTH Rev. V Specification as per MORT&H Rev. V specificationsNo.111.112.406.900.
65Road A (Sub-Estimate)
66Prime 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 - over WMM as per MORT&H Rev. V specificationsNo.111,112,502,900.
67Road A (Sub-Estimate)
68Tack 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 on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over WMM granular surfaces treated with primer as per MORT&H Rev. V specificationsNo.111,112,503,900.
69Road A (Sub-Estimate)
70Tack coat- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over bituminous surfaces
71Road A (Sub-Estimate)
72Bituminous Macadam (Table - 500-10) (Providing and laying bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade - 30) at percentage specified by JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisherto 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.505) Grading II
73Road A (Sub-Estimate)
74Bituminous Concrete (Table500-17) (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 filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compactioncomplete in all respects as per MORTH Rev. V Specification No. No.111,507,900 - Grading II
75Road A (Sub-Estimate)
76Calculation of SubTotal, GST and Total Amount carried out by system automatically
77Basic cost of value put to tender as per estimate
78Add GST at 12%
79Total Value put to Tender
80Quoted value
81Final Quoted Value
82Add GST at 12% of Final Quoted Value
83Total Value of Contract Including 12% of GST
84Basic cost of value put to tender as per Estimate
85Quoted Rate in Figures (Total Value of Contract Including 12% of GST )
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