Highways Department-HD has published Non Plan 2021-22 Special Repairs To The Government Roads In Arni H Candm Sub-Division. Submission Date for this Tender is 23-12-2021. Road Work Tenders in Arni Tamil Nadu. Bidders can get complete Tender details and download the document.
Sl. No. | Item Description |
1 | Picking the existing BT surface upto 50mm depth as directed bythe departmental officers and collecting the picked up salvagedmetal and stacking the same for reuse and deposting the debris excludingcost of materials including all labour charges for pickig and all othertools and plants employed for the work and including all other incidental charges etc., complete, as per MORTH Specification. MORTH No. 111, 112, 501, 504, 900, 3004 |
2 | Road C |
3 | Wet 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 Optimum Moisture Content in accordance with IS 2720 (part 8) 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) MORTH No.111,112,406,900 |
4 | Road C |
5 | 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. MORTH No.111,112,406,900 |
6 | Road C |
7 | 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 on the granular surface treated with primer as per clause 503 - over granular surfaces treated with primer. MORTH No.111,112,501,503,900 |
8 | Road C |
9 | Tack 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 bituminous surface cleaned with mechanical broom and high pressure air jet,or other means as directed by the Engineer.As per clause 503 - over bituminous surfaces. MORTH No.111,112,501,503,900 |
10 | Road A |
11 | Road B |
12 | Road C |
13 | Road D |
14 | Bituminous 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 Clause 505 MORT&H Rev-V) - Grading II. MORTH No.111,112,501,505,900 |
15 | Road A |
16 | Road B |
17 | Road C |
18 | Road D |
19 | Bituminous 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 Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II MORTH No. 111, 112, 501, 507, 900 |
20 | Road A |
21 | Road B |
22 | Road C |
23 | Road D |
24 | Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materials necessary for theconstructionof roadway and side drains in accordance with the specifications andthe lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Formation of embankment using Carted Earth including compaction by power roller with an average lead of 1 km |
25 | Road A |
26 | Road B |
27 | Road C |
28 | Road D |
29 | Dismantling Culvert, bridges and other structures Dismantling savaging and removal and disposting of resulting materials and back filling the resulting trenches and pits etc. For Brick Masonry as per MORT&H Rev. V specifications |
30 | Road C |
31 | Earthwork excavation in all classes of soil except soft rock not requiring blasting and 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 specificationfor foundation of Body Wall. |
32 | Road C |
33 | Vibrated Cement concrete in M15 grade using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, form work, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification forFoundation & BELOW SILL LEVEL. |
34 | Road C |
35 | Vibrated Cement concrete in M15 grade using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water,form work, labour charges for mixing, transporting, laying and curing concrete, tools and plants, form workand incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for ABOVE SILL LEVEL. as per MORT&H Rev. V specifications |
36 | Road C |
37 | Supply of 1000mm dia RCC NP3class pipes conforming to IS 458 specification as per directed by the departmental officers includingcost and conveyance of pipe to the worksite and all ther other incidental charges etc., complete. as per MORT&H Rev.V specification s |
38 | Road C |
39 | Laying and fixing of 1000mm dia pipes in position excluding cost of pipes but including conveyance to work site and handling charges on both side including labour charges for positioning and packing the joints and all other incidental charges etc., complete as per MORT&H Rev. V spcification |
40 | Road C |
41 | Suppling and filling of stone dust for filling from approved quarry site including cost and conveyance, labor charges for sectioning, levelling, compacting, watering and ramming including all tools and plants labour forfilling etc., complete as per MORT&H Rev.V specifications |
42 | Road C |
43 | 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 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 V Material. as per MORT&H Rev. V specifications |
44 | Road C |
45 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
46 | Basic cost of value put to tender as per estimate |
47 | Add GST at 12% |
48 | Total Value put to Tender |
49 | Quoted value |
50 | Final Quoted Value |
51 | Add GST at 12% of Final Quoted Value |
52 | Total Value of Contract Including 12% of GST |
53 | Basic cost of value put to tender as per Estimate |
54 | Quoted Rate in Figures (Total Value of Contract Including 12% of GST ) |
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