Construction of ROB in lieu of existing LC.No.80 at Railway Km.99_100_200 is between Polur and Arni Railway Stations at Km.141_4 of Cuddalore _ Chittoor Road _ Balance work

Amount

Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS HBG graded metal including cost and fabrication of steel but including soft water, labour charges for mixing, transporting laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges etc complete for PEDESTALS as per section 1500,1700 of MORT&H specifications (V Revision).

Vibrated reinforced cement concrete M35 (Design mix) using 20mm ISS HBG graded metal as the max size of coarse aggregate, including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel, but including cost of formwork, labour charges for mixing, transporting laying curing concrete, working at heights, soft water hire charges for Tools and Plants, including all other incidental charges etc., complete as per relevant specification for DECK SLAB as per section 1500,1700 & 2300 of MORT&H specifications (V Revision).

Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including soft water, labour charges for mixing transporting laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges etc complete, for T- BEAMS and CROSS BEAMS as per section 1500,1700 & 2300 of MORT&H specifications (V Revision).

Supplying and fixing of Elastoeric bearing of size 60 x 50 x 9.6 cum as shown in the drawing including cost and conveyance to work site, labour for fixing the bearing in positing and all other incidental charges etc., complete as per section 2000 of MORT&H specifications (V Revision) and IRC : 83 - 2015 (Paer - II)

Supplying and installation of STRIP SEAL EXPANSION joint system conforming to cl. 2607 specification for Road and Bridge works - Vth Revision 2013 published by Ministry of Surface Transport (Roads Wing) in the 40mm wide expansion gap provided in between decks over piers and in between deck and dirt wall over abutment with fatigue tested structural steel section at the nosing and anchorage assembly including cost and conveyance of all materials cost of testing as per the MORT&H specifiation including labour equipment and incidental charges for fixing the joints complete in all respects as per specifications and section 2600 of MORT&H specification (V Revision).

Providing and fixing of G.I. DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing including cost and conveyance of Galvanised Iron pipes and flats and fixing them in position etc., complete Section 2705 of MORT&H specification (V Revision).

Vibrated Reinforced Cement Concrete M40 (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 but including cost of form work, labour charges for mixing transporting, laying, curing concrete, working at heights, soft water, hire charges for Tools and Plants, including all other incidental charges, etc complete for CRASH BARRIER section 811, 1700 & 2703.3 of MORT&H specification (V Revision).

Vibrated cement concrete M30 (Design mix) using 20mm, 12mm,6mm ISS HBG metal, including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing laying curing concrete working at heights soft water, hire charges for tools and plants including all other incidental charges, etc. complete for wearing coat over deck slab and approach slab.

Supply and Fabrication of Fe-500D (HSD) Steel required for all RCC items of works involved in the schedule including cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlaping 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 section 1600 of MORT&H Specifications ( V Revision).

A) Main ROB = 76.00 MT B) Footpath cum Drain = 25.561 MT conforming to IS:1786-1985

Supply and fabrication of Fe-240 steel required in the schedule including cost of steel at site cost of providing cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including lapping to the required length whenever 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, Fe-240 grade as per section 1600 of MORT&H Specifications ( V Revision).

Earth work excavation in all classes of soils including weathered rock not requiring blasting and depositing on bank with initial leads and lifts including cost of all labour, equipments and all incidental charges back filling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification

A) Approach Road - Box Cutting = 4686.00 Cum B) Service Road - Box Cutting = 4934.00 Cum C) Safety Kerb - Foundation = 55.301 Cum D) Pier Protection - Upto 2m Depth = 20.00 Cum

Forming embankments with carted earth including cost and conveyance of earth to site, spreading the earth uniformly to the entire embankment formation in layers of not exceeding 250 mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 97% Proctor density upto sub grade level and shoulders keeping the moisture content of earth at the time of compaction within the range of 1% above and 2% below the OMC determined and plasticity index value of not more than 20 and liquid limit not greater than 40 in accordance with IS 2720 using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades ,sections as directed by the departmental officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power roller etc.,complete

A) Approach Road = 2170.00 Cum B) Service Road = 2308.00 Cum

Providing Granular sub Base by providing coarse graded materials of grading V 53mm to 26.50mm at 35%, 26.50mm to 4.75mm @ 45%, 2.36mm and below 20% IRC size HGB metal mixing in mechanical mix plant at OMC carrying the mix to the work site spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density complete as per clause 401 of MORT&H

A) Approach Road = 912.00 Cum B) Service Road = 986.00 Cum

Providing and laying Wet Mix Macadam Base Course 0f 250mm thickness in two layers of 125mm each or else as specified on the prepared sub-Base with graded stone aggregate and granular materials of quality size and grading placed in layers as specified including mixing in Base mix plant,spreading in nuiform layer in motor grader and compacting with Vibrating Roller of 80 to 100kN static weight and ffine dressing for required grade and cross slope as shown on the drawing,equipment safety measures, testing and incidentals necessary to complete the work as per Technical Specification Clause 406 and as directed by Engineer.

A) Approach Road = 1215.00 Cum B) Service Road = 1242.00 Cum

Proivding and laying of prime coat using Bitumen Emulsion at the rate of 7 Kg per Ten Square Metre over the WBM surface preparatory to another construction over it.

A) Approach Road = 4339.00 Sqm B) Service Road = 4660.00 Sqm

Proivding and laying of Tack coat using Emulsion Bitumen at the rate of 2.5 Kg per Ten Square Metre over the WBM surface preparatory to another construction over it.

A) Approach Road = 4339.00 Sqm B) Service Road = 4660.00 Sqm

Providing and laying Dense Bituminous Macadam (DBM) 50 mm thick using 0.35 cum of 37.50-13.2mm metal 0.45cum of 13.20mm-2.36 and 0.20cum of 2.36mm and below metal, 0.025m3 Stone dust and 69kg of 60/70 grade Bitument for 10m2 of 60mm thick for premixing per 10sqm including coat and conveyance of all materials to CMP site including heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 tones capacity, conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 90mm/130mm with mechanical paver to the specified grades and cross sections compaction by power roller to the required density etc., including labour for loading bitument into bitumen tank and metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20-30t, CMP with bitument boiler ,tipper trucks, paver finisher, power roller and all other Tools and plants required, including all other and incidential charges etc., complete as per Specification.

A) Approach Road = 217.00 Cum B) Service Road = 253.00 Cum

Providing and laying Bitumenous Concrete 40mm thick which shall consist of construction of single course on a previously prepared bitumenous base to the requirement of the specfication in cclause 507 of MORTH Rev-V using 50-30Kgs VG 30 bitumen.

A) Approach Road = 174.00 Cum B) Service Road = 184.75 Cum

Proivding and laying of Tack coat over Existing BT Surface using 2 Kg of Bitumen Emulsion(RS1) Per 10 Sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rental for machinery, fuel and all other incidental charges etc., complete as per clause 503 of MOTH rev - 5

Service Road

Providing and fixing 160mm dia PVC pipes of approved class not less than 6kg /m2 connecting the drainage spouts of the deck slab along both the sides of the deckslab connected to the Rainwater harvesting system below every third span with all bends tees clamps and all other accessories and fixtures complete including tools and plants ,transportation .

Deck drainage arrangement

Disposal of excavated earth by transfer up to a lead of 5Km away from worksite as directed by the departmental officers for disposal as per standard specifications and all other incidental charges etc., complete

Disposal of surplus earth

Road Furniture

Providing and Fixing of Retro Reflectorised Cautionary mandatory and Informatory signs (with or without definition board)made out of High Intensity Prismatic Grade Sheeting conforming to IRC 67 and ASTM D 4956-09, type IV Specification and fixed over 1.5mm thick Aluminium sheet fixed on back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm, 60cm below Ground level etc complete including 7 year warranty for the Retro Reflective Sheeting as per clause 6.9 of IRC 67:2010 Specification (As per MORT & H specification No.801)

90cm equilateral triangle

60cm circular board

90cm octagon

Providing and erecting direction and place identification retro reflectorised sign as per IRC:67-2010 made of High intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting, 1.5mm thick fixed on back supporting frame and supported on a mild steel single angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing etc., complete (As per MORT&H specification No.801) (for area More than 0.9 sqm).

90cm octagon

Providing and fixing reflective road studs of category A raised pavement markers made out of polycarbonate/methly methecrylate/ABS moulded body and reflective panels (bi- convex reflectors) with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro-reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH.33023/10/97- DO.III dt.11.06.97 and the length, height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm. The marker shall support a load of 13635 kg tested in accordance with ASTM D4280. Lenses shall be moulded of polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro- reflectory surface shall not be lesss than 13.0 sq.cm. The slope of retro-reflectory surface shall be 35+5 degree to base. Each reflector shall have a CIL not less than values specified in table 2 of said MORTH circular and two cylindrical Polymer shanks of not less than 20 mm diameter and not less than 30 mm length shall be provided for better anchorage 3.0m spacing.

90cm octagon

Providing and erecting direction and place identification retro reflectorised sign as per IRC:67-2010 made of High intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting, 1.5mm thick fixed on back supporting frame and supported on a mild steel single angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing etc., complete (As per MORT&H specification No.801) (for area Upto 0.9 sqm).

90cm octagon

Supplying and installation of Delineators (Roadway indicators, hazard markers, object markers) 80 - 100 cm above ground level, painted black and white in 15 cm. wide strips, fitted with 80x100 mm rectangular or 75mm dia circular reflectorised panels at the top, buried or pressed in to the ground and confirming to IRC : 79 etc complete (as per MORT & H Specification No. 805).

90cm octagon

Providing and fixing in correct position over the top of crash barrier on road in both side Median marker of retro reflectorised cautionary sign of good quality reflected on two sides as per IRC 67-2001 made of high intensity grade etc., complete as per standard MORT&H specifications No.801 as instructed by the departmental officers etc., complete

90cm octagon

Providing and fixing of retro relectorised cautionary sign as per IRC 76-2001 mase of High intensity grade sheeting vide clause 801.3 fixed over Aluminium sheeting post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60cm below ground level etc., complete (as per MORT&H Specification No.801) Hazard Marker 300mm x 900 mm

90cm octagon

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) (Schedule Item No. 8.11)

90cm octagon

Vibrated Cement Concrete M-20 Grade, Nominal Mix, 1:2:4 using 20mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at site 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

A) Safety Kerb = 152.405 Cum B) Pier Protection = 38.00 Cum

Filling with Carted Earth with lead of 1Km to work site, laying , handling charges and filing in layers tamping under optimum moisture to get the maximum density including watering, with all leads and lifts fro water and other incidental charges etc in complete.

A) Safety Kerb = 1327.00 Cum B) Pier Protection = 36.00 Cum

Painting two coat with ready mixed plastic emulsion paint and approved including priming coat over the cement surface complete including scrapping clean removal of drit of parts and for zebra marking .

Painting

Footpathcum drain

Earthwork excavation in all classes of soil including kankar except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and other obstructions, trimming bottom of excavations, backfilling, and clearing the site and disposal of all other surplus materials etc., complete as per relevant standard specification for foundation Footpath cum drain.

Plain cement concret M10(Nominal mix 1:3:6) using 40mm ISS graded HBG metal including cost conveyance of all materials to site including cost and labour charges for form work and centering,labour charges for compacting, curing, including all incidental charges etc complete as per standard specification FOR LEVELLING course below foundation

Vibrated reinforced cement concrete M-25 Grade,( Design mix) using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for Base slab, Vertical Stem and Top slab of Drain

Base Slab

Side Walls

Top Slab

Supplying and fixing in postion of SMRC manhole(heavy duty) of size 2 feet internal dia and all other incidentsl charges etc., complete as per standard specification

Providing and fixing Class 2 PVC pipes of 110mm dia @ 5m intervals and all other incidental charges etc., compltete as per standard specification

Plain Cement Concrete M15 (1:3:6) using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of formwork, mixing labour charges for laying, compacting curing and all other incidental charges etc., complete for foundation concrete.

Provision for pier production

Provision for Dismantling existing structures

Dismantling RCC Roof Slab

Dismantling Brick work

Dismantling GI sheet

Dismantling Mosaic tiles

Dismantling Pan tiles

Dismantling Madrace terrace

Calculation of SubTotal, GST and Total carried out by system automatically

Sub Total Amount for above all items

GST 18% for the above SubTotal Amount

Dinesh Constructions

ARUNAI CONSTRUCTIONS