Reconstruction Of Bridge Across Kattaru At Km . 3/10 Of Thekkur Village Road . , Pattukottai-Tamil Nadu

TDR : 26511308

Tender Notice
BOQ

Expired

Pattukottai , Tamil Nadu

Tender Brief : Reconstruction Of Bridge Across Kattaru At Km . 3/10 Of Thekkur Village Road .

Document Fees
Refer document

EMD
₹ 99000.0 /-

Tender Value
Refer document

Submission Date
11-01-2021

Competition Type
Indian

Bidding Type
Tender

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NAME OF WORK : Reconstruction of bridge across Kattaru at Km.3/10 of Thekkur Village Road.
1	1	Dismantling the existing Brick / Stone Masonry in cement Mortar under 3m height in the existing causeway / bridge ad clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officer including all labour and incidental charges etc., complete. as per MORT&H Vth Revision 111, 112, 202	36	Cubic Metre
2	2	Dismantaling the Plain Cement Concrete Structure and removal and disposing of resulting materials and back filling the resulting trenches and pits etc. or as directed by the departmental officer including all labour and incidental charges etc., complete. as per MORT&H Vth Revision 111, 112, 202	50	Cubic Metre
3	3	Dismantling the RCC Pipes and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.. as per MORT&H Vth Revision 111, 112, 202	150	Running Metre
4	4	Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent 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 DRESSING THE BED UPTO SILL LEVEL as per MORT&H Vth Revision 304.	842	Cubic Metre
5	5	Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent 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 ABUTMENTS, WINGS & PIERS as per MORT&H Vth Revision 304.	634	Cubic Metre
6	6	Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent 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 CURTAIN WALL and BED FLOORING as per MORT&H Vth Revision 304.	225.9	Cubic Metre
7	7	Cement concrete M15 Grade (Nominal Mix 1:2:4) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for LEVELLING COURSE BELOW ABUTMENTS WINGS AND PIERS as per MORT&H 1000, 1500, 1700 (Below Sill level).	27.2	Cubic Metre
8	8	Vibrated cement concrete M20 Grade (Nominal mix 1:1:.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for FOUNDATION OF ABUTMENT, WINGS AND PIERS (Below Sill level) as per MORT&H Vth Revision 1000, 1500, 1700, 2100	560.1	Cubic Metre
9	9	Vibrated cement concrete M20 Grade (Nominal mix 1:1:.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for SUBSTRUCTURE OF ABUTMENT, WINGS & PIER (Above Sill level) as per MORT&H Vth Revision 1000, 1500, 1700, 2100	244.1	Cubic Metre
10	10	Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and returns including cost and conveyance of all materials to worksite, cost and labour for semisperical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., to drain of the backfill as per MORT&H Vth Revision 2700	60	Numbers
11	11	Vibrated Reinforced Cement Concrete M30 (Design Mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for BED BLOCK cum DIRT WALL OVER ABUTMENTS & PIERS as per MORT&H Vth Revision 1500, 1600, 1700, 2200	13.5	Cubic Metre
12	12	Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite labour for fixing the same in correct position and all other incidental charges etc., complete. as per MORT&H 2600	44	Square metre
13	13	Vibrated Reinforced Cement Concrete M30 (Design Mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for DECK SLAB as per MORT&H Vth Revision 1500, 1600, 1700, 2300	163.8	Cubic Metre
14	14	PROVIDING AND FIXING 20mm thick PVC EXPANSION JOINTS including cost and conveyance of expansion joints, Shalimar pad and joint sealants and fixing them in position etc., complete. as per MORT&H Vth Revision 2600	59.7	Running Metre
15	15	Providing filter media behind the abutments and wings using 53mm - 5.60mm metal to 600 mm thick and well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all other incidental charges in accordance with the technical specification and as directed by the departmental officers etc., complete. as per MORT&H Vth Revision 2504 Cl.710.1.4 & Appendix-6 of IRC: 78-2014	49	Cubic Metre
16	16	Filling behind Abutments and Wings with clean gritty gravel including cost and conveyance of gravel 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 as per Cl.710.1.4 & Appendix-6 of IRC: 78-2014	224	Cubic Metre
17	17	Supply and fabrication of Steel Grade Fe- 550 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 of spacer bars, cover blocks and all other incidental charges etc., complete as per standard specification upto 16mm dia & Above 16mm dia as per MORT&H Vth Revision 1000, 1600	16.7	Metric Tonne
18	18	Supply and fabrication of Steel Grade Fe- 240 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 of spacer bars, cover blocks and all other incidental charges etc., complete as per standard specification upto 16mm dia & Above 16mm dia as per MORT&H Vth Revision 1000, 1600	2.1	Metric Tonne
19	19	Vibrated cement concrete M15 Grade Nominal mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB as per MORT&H Vth Revision 1500, 1700, 2704	13.1	Cubic Metre
20	20	Vibrated Reinforced Cement Concrete M30 (Design Mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for APPROACH SLAB as per MORT&H Vth Revision 1500, 1700, 2704	18.3	Cubic Metre
21	21	Vibrated Reinforced Cement Concrete M30 (Design mix) using HBG graded of size metal 25mm, 11.20mm & 6mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work cost of premoulded expansion joint and fixing the same in position and centering labour charges for compacting, curing, including all incidental charges etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab as per MORT&H Vth Revision 1500, 1600, 1700, 2702.2	292.5	Square metre
22	22	Vibrated Reinforced Cement Concrete M40 (Design Mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for CRASH BARRIER 1500, 1600, 1700, 2703.3	18.2	Cubic Metre
23	23	Vibrated cement concrete M15 Grade (Nominal mix 1:2:4) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for PARAPET OVER WINGS as per MORT & H Vth Revision 1000, 1500, 1700,1600, 2300	6.8	Cubic Metre
24	24	PROVIDING AND FIXING OF GI DRAINAGE SPOUTS OF 100mm dia as per G.O.I drawing No.SD/205 with gratting arrangements at top as shown in the drawing using 12mm X 25mm flats for gratting arrangements and 100mm dia drainage spouts projecting atleast 300mm beyond the bottom of the deck slab including cost and conveyance of all materials to site and fixing them in position as directed by the departmental officers etc., complete as per MORT&H Vth Revision 2705	10	Numbers
25	25	Supply and fixing of High quality of PVC Duct pipes of 160 mm dia 4 Kg/cm2 including cost and conveyance of pipes to the sie and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges complete for providing utility services in footpaths.	156	Running Metre
26	25.01	FORMATION OF APPROACH ROAD
27	26	Collection and supply of carted earth with an average lead of 5 KM including excavation, removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer with 97% compaction for formation of embankment as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900	1482	Cubic Metre
28	27	Providing and laying granular Sub-base as per table No.400-1/400-2 and Grading III of MORT&H Revision V with and any other Granular Material or a combination those of for required thick to give a CBR of 30 on prepared sub-grade in accordance with the requirements of the specification as per MORT&H Vth Revision 111, 112, 401, 900	134.5	Cubic Metre
29	28	Providing and laying, spreading and compacting graded stone aggreegate to Wet mix macadam specification including pre-mixing the materials with water at OMC in base mix plant (pug mill ) carriage of mixed materials by tipper to site and laying in uniform layers in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORT&H Vth Revision 111, 112, 406, 900	174.38	Cubic Metre
30	29	Providing and laying of Prime coat using Emulsion bitumen at the rate of 7Kg/10 Sqm. over the WMM surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 502, 900	723.75	Square metre
31	30	Providing and laying of tack coat using Emulsion bitumen at the rate of 2.50 /10Sqm over the Prime coat surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 503, 900	723.75	Square metre
32	31	Providing and laying of tack coat using Emulsion bitumen (RS1 Type) at the rate of 2.00 Kg./ 10 Sqm. over the existing BT surface preparatory to another bituminous construction over it as per MORTH V Revision 111, 112, 501, 502, 900.	23	Square metre
33	32	Bituminous macadam of 50mm thickness which work shall consist of construction, in a single course of compacted crushed aggregates premixed with bituminous binder 60/70 grade bulk bitumen which will be procurred by the Contractor at the rate of 3.5 percent by weight of the total mix, to serve as base / binder couse, in accordance with the requirement of the specifications and in conformity with the drawing or as directed by the Engineer using approved CMP and paver finisher as per MORTH Vth Revision 111, 112, 501, 504, 900\n	169.13	Cubic Metre
34	33	Providing and laying 30mm thick compacted Bituminous Concrete which shall consist of construction of a single course binder / wearing course on a previously prepared bituminous base to the requirements of the specification using 60/70 Grade bitumen using approved CMP and paver finisher. as per MORT&H Vth Revision 111, 112, 501, 507, 509\n	22.4	Cubic Metre
35	33.01	FORMATION OF DIVERSION ROAD
36	34	Collection and supply of carted earth with an average lead of 5 KM including excavation, removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer with 97% compaction for formation of embankment as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900	250	Cubic Metre
37	35	Supplying fixing and hoisting of NP3 Class 1000mm inner dia R.C.C Pipes to suit the respective diametre of pipes confirming to IS Specifications 458 to various diametre of pipes including cost of Pipes inclusive of all taxes, loading, unloading conveyance and delivery at road site as directed by the departmental officers, including all other incidental charges etc, complete for as per MORT&H Vth Revision 2900	45	Running Metre
38	36	Providing and laying granular Sub-base as per table No.400-1/400-2 and Grading V of MORT&H Revision V with and any other Granular Material or a combination those of for required thick to give a CBR of 30 on prepared sub-grade in accordance with the requirements of the specification as per MORT&H Vth Revision 111, 112, 401, 900	55.13	Cubic Metre
39	37	Providing and laying, spreading and compacting graded stone aggreegate to Wet mix macadam specification including pre-mixing the materials with water at OMC in base mix plant (pug mill ) carriage of mixed materials by tipper to site and laying in uniform layers in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORT&H Vth Revision 111, 112, 406, 900	55.13	Cubic Metre
40	37.01	CONSTRUCTION OF PCC RETAINING WALL
41	38	Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent 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 RETAINING WALL as per MORT&H Vth Revision 304	168	Cubic Metre
42	39	Vibrated Cement Concrete M20 (Nominal Mix 1:1.5:3) using HBG graded metal 40mm ISS size including cost and conveyance of all materials to work site, including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for FOUNDATION OF RETAINING WALL FOOTING (Below Sill Level) as per MORT&H Vth Revision 1000, 1500, 1700, 2100	43.68	Cubic Metre
43	40	Vibrated Cement Concrete M20 (Nominal Mix 1:1.5:3) using HBG graded metal 40mm ISS size including cost and conveyance of all materials to work site, including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for BODY WALL OF RETAINING WALL (Below Sill Level) as per MORT&H Vth Revision 1000, 1500, 1700, 2100	94.41	Cubic Metre
44	41	Vibrated Cement Concrete M20 (Nominal Mix 1:1.5:3) using HBG graded metal 40mm ISS size including cost and conveyance of all materials to work site, including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for BODY WALL OF RETAINING WALL (Above Sill Level) as per MORT&H Vth Revision 1000, 1500, 1700, 2100	166.57	Cubic Metre
45	42	Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and returns including cost and conveyance of all materials to worksite, cost and labour for semisperical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., to drain of the backfill as per MORT&H Vth Revision 2700	46	Numbers
46	43	Calculation of SubTotal, GST and Total carried out by system automatically
47	44	Sub Total Amount for above all items (excluding GST)	1	subtotal
48	45	GST 12% for above SubTotal Amount	1	gst

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Reconstruction Of Bridge Across Kattaru At Km . 3/10 Of Thekkur Village Road . , Pattukottai-Tamil Nadu

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NAME OF WORK : Reconstruction of bridge across Kattaru at Km.3/10 of Thekkur Village Road.
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	Dismantling the existing Brick / Stone Masonry in cement Mortar under 3m height in the existing causeway / bridge ad clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officer including all labour and incidental charges etc., complete. as per MORT&H Vth Revision 111, 112, 202		36	Cubic Metre
2	2	Dismantaling the Plain Cement Concrete Structure and removal and disposing of resulting materials and back filling the resulting trenches and pits etc. or as directed by the departmental officer including all labour and incidental charges etc., complete. as per MORT&H Vth Revision 111, 112, 202		50	Cubic Metre
3	3	Dismantling the RCC Pipes and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.. as per MORT&H Vth Revision 111, 112, 202		150	Running Metre
4	4	Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent 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 DRESSING THE BED UPTO SILL LEVEL as per MORT&H Vth Revision 304.		842	Cubic Metre
5	5	Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent 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 ABUTMENTS, WINGS & PIERS as per MORT&H Vth Revision 304.		634	Cubic Metre
6	6	Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent 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 CURTAIN WALL and BED FLOORING as per MORT&H Vth Revision 304.		225.9	Cubic Metre
7	7	Cement concrete M15 Grade (Nominal Mix 1:2:4) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for LEVELLING COURSE BELOW ABUTMENTS WINGS AND PIERS as per MORT&H 1000, 1500, 1700 (Below Sill level).		27.2	Cubic Metre
8	8	Vibrated cement concrete M20 Grade (Nominal mix 1:1:.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for FOUNDATION OF ABUTMENT, WINGS AND PIERS (Below Sill level) as per MORT&H Vth Revision 1000, 1500, 1700, 2100		560.1	Cubic Metre
9	9	Vibrated cement concrete M20 Grade (Nominal mix 1:1:.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for SUBSTRUCTURE OF ABUTMENT, WINGS & PIER (Above Sill level) as per MORT&H Vth Revision 1000, 1500, 1700, 2100		244.1	Cubic Metre
10	10	Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and returns including cost and conveyance of all materials to worksite, cost and labour for semisperical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., to drain of the backfill as per MORT&H Vth Revision 2700		60	Numbers
11	11	Vibrated Reinforced Cement Concrete M30 (Design Mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for BED BLOCK cum DIRT WALL OVER ABUTMENTS & PIERS as per MORT&H Vth Revision 1500, 1600, 1700, 2200		13.5	Cubic Metre
12	12	Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite labour for fixing the same in correct position and all other incidental charges etc., complete. as per MORT&H 2600		44	Square metre
13	13	Vibrated Reinforced Cement Concrete M30 (Design Mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for DECK SLAB as per MORT&H Vth Revision 1500, 1600, 1700, 2300		163.8	Cubic Metre
14	14	PROVIDING AND FIXING 20mm thick PVC EXPANSION JOINTS including cost and conveyance of expansion joints, Shalimar pad and joint sealants and fixing them in position etc., complete. as per MORT&H Vth Revision 2600		59.7	Running Metre
15	15	Providing filter media behind the abutments and wings using 53mm - 5.60mm metal to 600 mm thick and well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all other incidental charges in accordance with the technical specification and as directed by the departmental officers etc., complete. as per MORT&H Vth Revision 2504 Cl.710.1.4 & Appendix-6 of IRC: 78-2014		49	Cubic Metre
16	16	Filling behind Abutments and Wings with clean gritty gravel including cost and conveyance of gravel 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 as per Cl.710.1.4 & Appendix-6 of IRC: 78-2014		224	Cubic Metre
17	17	Supply and fabrication of Steel Grade Fe- 550 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 of spacer bars, cover blocks and all other incidental charges etc., complete as per standard specification upto 16mm dia & Above 16mm dia as per MORT&H Vth Revision 1000, 1600		16.7	Metric Tonne
18	18	Supply and fabrication of Steel Grade Fe- 240 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 of spacer bars, cover blocks and all other incidental charges etc., complete as per standard specification upto 16mm dia & Above 16mm dia as per MORT&H Vth Revision 1000, 1600		2.1	Metric Tonne
19	19	Vibrated cement concrete M15 Grade Nominal mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB as per MORT&H Vth Revision 1500, 1700, 2704		13.1	Cubic Metre
20	20	Vibrated Reinforced Cement Concrete M30 (Design Mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for APPROACH SLAB as per MORT&H Vth Revision 1500, 1700, 2704		18.3	Cubic Metre
21	21	Vibrated Reinforced Cement Concrete M30 (Design mix) using HBG graded of size metal 25mm, 11.20mm & 6mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work cost of premoulded expansion joint and fixing the same in position and centering labour charges for compacting, curing, including all incidental charges etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab as per MORT&H Vth Revision 1500, 1600, 1700, 2702.2		292.5	Square metre
22	22	Vibrated Reinforced Cement Concrete M40 (Design Mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for CRASH BARRIER 1500, 1600, 1700, 2703.3		18.2	Cubic Metre
23	23	Vibrated cement concrete M15 Grade (Nominal mix 1:2:4) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for PARAPET OVER WINGS as per MORT & H Vth Revision 1000, 1500, 1700,1600, 2300		6.8	Cubic Metre
24	24	PROVIDING AND FIXING OF GI DRAINAGE SPOUTS OF 100mm dia as per G.O.I drawing No.SD/205 with gratting arrangements at top as shown in the drawing using 12mm X 25mm flats for gratting arrangements and 100mm dia drainage spouts projecting atleast 300mm beyond the bottom of the deck slab including cost and conveyance of all materials to site and fixing them in position as directed by the departmental officers etc., complete as per MORT&H Vth Revision 2705		10	Numbers
25	25	Supply and fixing of High quality of PVC Duct pipes of 160 mm dia 4 Kg/cm2 including cost and conveyance of pipes to the sie and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges complete for providing utility services in footpaths.		156	Running Metre
26	25.01	FORMATION OF APPROACH ROAD
27	26	Collection and supply of carted earth with an average lead of 5 KM including excavation, removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer with 97% compaction for formation of embankment as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900		1482	Cubic Metre
28	27	Providing and laying granular Sub-base as per table No.400-1/400-2 and Grading III of MORT&H Revision V with and any other Granular Material or a combination those of for required thick to give a CBR of 30 on prepared sub-grade in accordance with the requirements of the specification as per MORT&H Vth Revision 111, 112, 401, 900		134.5	Cubic Metre
29	28	Providing and laying, spreading and compacting graded stone aggreegate to Wet mix macadam specification including pre-mixing the materials with water at OMC in base mix plant (pug mill ) carriage of mixed materials by tipper to site and laying in uniform layers in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORT&H Vth Revision 111, 112, 406, 900		174.38	Cubic Metre
30	29	Providing and laying of Prime coat using Emulsion bitumen at the rate of 7Kg/10 Sqm. over the WMM surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 502, 900		723.75	Square metre
31	30	Providing and laying of tack coat using Emulsion bitumen at the rate of 2.50 /10Sqm over the Prime coat surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 503, 900		723.75	Square metre
32	31	Providing and laying of tack coat using Emulsion bitumen (RS1 Type) at the rate of 2.00 Kg./ 10 Sqm. over the existing BT surface preparatory to another bituminous construction over it as per MORTH V Revision 111, 112, 501, 502, 900.		23	Square metre
33	32	Bituminous macadam of 50mm thickness which work shall consist of construction, in a single course of compacted crushed aggregates premixed with bituminous binder 60/70 grade bulk bitumen which will be procurred by the Contractor at the rate of 3.5 percent by weight of the total mix, to serve as base / binder couse, in accordance with the requirement of the specifications and in conformity with the drawing or as directed by the Engineer using approved CMP and paver finisher as per MORTH Vth Revision 111, 112, 501, 504, 900\n		169.13	Cubic Metre
34	33	Providing and laying 30mm thick compacted Bituminous Concrete which shall consist of construction of a single course binder / wearing course on a previously prepared bituminous base to the requirements of the specification using 60/70 Grade bitumen using approved CMP and paver finisher. as per MORT&H Vth Revision 111, 112, 501, 507, 509\n		22.4	Cubic Metre
35	33.01	FORMATION OF DIVERSION ROAD
36	34	Collection and supply of carted earth with an average lead of 5 KM including excavation, removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer with 97% compaction for formation of embankment as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900		250	Cubic Metre
37	35	Supplying fixing and hoisting of NP3 Class 1000mm inner dia R.C.C Pipes to suit the respective diametre of pipes confirming to IS Specifications 458 to various diametre of pipes including cost of Pipes inclusive of all taxes, loading, unloading conveyance and delivery at road site as directed by the departmental officers, including all other incidental charges etc, complete for as per MORT&H Vth Revision 2900		45	Running Metre
38	36	Providing and laying granular Sub-base as per table No.400-1/400-2 and Grading V of MORT&H Revision V with and any other Granular Material or a combination those of for required thick to give a CBR of 30 on prepared sub-grade in accordance with the requirements of the specification as per MORT&H Vth Revision 111, 112, 401, 900		55.13	Cubic Metre
39	37	Providing and laying, spreading and compacting graded stone aggreegate to Wet mix macadam specification including pre-mixing the materials with water at OMC in base mix plant (pug mill ) carriage of mixed materials by tipper to site and laying in uniform layers in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORT&H Vth Revision 111, 112, 406, 900		55.13	Cubic Metre
40	37.01	CONSTRUCTION OF PCC RETAINING WALL
41	38	Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent 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 RETAINING WALL as per MORT&H Vth Revision 304		168	Cubic Metre
42	39	Vibrated Cement Concrete M20 (Nominal Mix 1:1.5:3) using HBG graded metal 40mm ISS size including cost and conveyance of all materials to work site, including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for FOUNDATION OF RETAINING WALL FOOTING (Below Sill Level) as per MORT&H Vth Revision 1000, 1500, 1700, 2100		43.68	Cubic Metre
43	40	Vibrated Cement Concrete M20 (Nominal Mix 1:1.5:3) using HBG graded metal 40mm ISS size including cost and conveyance of all materials to work site, including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for BODY WALL OF RETAINING WALL (Below Sill Level) as per MORT&H Vth Revision 1000, 1500, 1700, 2100		94.41	Cubic Metre
44	41	Vibrated Cement Concrete M20 (Nominal Mix 1:1.5:3) using HBG graded metal 40mm ISS size including cost and conveyance of all materials to work site, including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for BODY WALL OF RETAINING WALL (Above Sill Level) as per MORT&H Vth Revision 1000, 1500, 1700, 2100		166.57	Cubic Metre
45	42	Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and returns including cost and conveyance of all materials to worksite, cost and labour for semisperical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., to drain of the backfill as per MORT&H Vth Revision 2700		46	Numbers
46	43	Calculation of SubTotal, GST and Total carried out by system automatically
47	44	Sub Total Amount for above all items (excluding GST)		1	subtotal
48	45	GST 12% for above SubTotal Amount		1	gst

Reconstruction Of Bridge Across Kattaru At Km . 3/10 Of Thekkur Village Road . , Pattukottai-Tamil Nadu

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