The Singareni Collieries Company Limited Tender

2nd BT Road from NH 63;Supplying, laying, fixing and commissioning the SWR pipes of Prince/Sudhakar/ Kisan/ Supreme or any ISI Brand SWR Pipe (as per ISI- standards) Type-A pipes (PVC / SWR pipe - 4Kg/sq.cm) for rain water and vent pipes of any diameter including fixing necessary fittings like bends, plugs, couplers, junctions, tees, etc with solvent jointing as per standard practice excluding cost of fittings - For 75mm dia 3M Single socket pipe

2nd BT Road from NH 63;Providing and fixing Cautionary / Warning sign boards size 900 mm equilateral Triangle made out of Type â??XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 4MM Aluminium Composite Material sheet having minimum 0.5 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by CC 1:2:4 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer -in-Charge. (But Excluding cost of Cement) Note:- Warranty certificate for 10 Years period from manufacturer should be submitted

2nd BT Road from NH 63;Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead up to 50m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work as per SS - 20 B (APSS 308) - Ordinary Soil-Manual Means -Up to 3 m depth

2nd BT Road from NH 63;Supplying and Fixing of Moulded Shanks Raised Pavement Markers (Road Studs) made of plastic body moulded from HIPS (HI Impact Polystyrene) or ABS or ASA and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 â?? DO III Dt 11.06. 1997. The height and width shall not exceed 20 mm and 130 mm with minimum reflective area of 13 Sq.Cm on Each side and the slope to the base shall be 35 +/- 5 degree. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturerâ??s recommendation and complete as directed by the engineer (Make: M/s. 3M India Ltd., Ms. Avery Dennison Pvt. Ltd., etc.,) Note:- The contractor should produce 2 years in field performance certificate from manufacturer.

2nd BT Road from NH 63;Providing and Laying of Hot applied Thermoplastic compound 2.5mm thick including Reflectorising Glass Beads @ 250 gms per Sqm area, thickness of 2.5mm (exclusive of surface applied glass beads) as per IRC : 35. The finished Surface to be level, uniform and free from streaks and holes. (as per Technical specification 803 of MoRTH) (Make and Paint : BERGER/ASIAN/KATALINE/AUTOMARK, etc., ) Note:- 1). A Sealing primer may be applied in advance on Cement Concrete pavement to ensure proper bonding. Any laitance and / or curing compound to be removed where paint is required to be applied on New concrete surface 2). The contractor shall guarantee the road marking performance for 2 years

2nd BT Road from NH 63;Conveyance charges of Emulsion Note:- For calculating Kilometres, Round the trip i.e., to and fro distance is to be considered.

2nd BT Road from NH 63;Conveyance charges of Bitumen - Bulk Note:- For calculating Kilometres, Round the trip i.e., to and fro distance is to be considered.

2nd BT Road from NH 63;Conveyance charges of CEMENT including loading, unloading and stacking charges for 2 KM lead.

2nd BT Road from NH 63;Conveyance charges of Steel including loading, unloading and stacking charges for 2 KM lead.

2nd BT Road from NH 63;Conveyance charges of Earth for 4 KM lead.

2nd BT Road from NH 63;Providing and laying bituminous concrete 30mm to 40mm thick using VG-30 Bitumen with hot mix plant using crushed granite aggregates of 13.2mm nominal aggregate size grading -II as per Table 500-17 of MORTH, premixed with bituminous binder @ 5.4 per cent of mix and filler, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Technical specification 507 of MoRTH complete in all respects (Excluding Cost of Bitumen) (Material required per Cum : Bitumen-127.225Kg, 13.2mm to 10mm - 0.4458Cum, 10mm to 5mm - 0.3715Cum, 5mm and below - 0.6389Cum, filler - 0.02972Cum)

2nd BT Road from NH 63;Providing and laying dense graded bituminous macadam 80mm to 100mm thick using VG-30 Bitumen with hot mix plant using crushed aggregates of grading-I nominal aggregate size 37.5mm as per Table 500-10 of MORTH premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Technical specification 505 of MoRTH complete in all respects. (Excluding Cost of Bitumen) (Material required per Cum : Bitumen- 92.31Kg, 37.5mm to 25mm - 0.3249Cum, 25mm to 10mm - 0.1920Cum, 10mm to 4.75mm - 0.2806Cum, 4.75mm and below - 0.6499Cum, filler - 0.0295Cum)

2nd BT Road from NH 63;Laying of tack coat with VG-10 bitumen @ 2 kg/10 Sqm on Bituminous surface including heating of bitumen to the appropriate range with self heating arrangements and spraying tar with nozzles and applying uniformly with aid of bitumen pressure distributor including labour charges, hire and operational charges of T and P and all other operational and contingent charges necessary to complete the finished item of work to the specifications including cleaning of existing surface with mechanical broom as per Technical specification No. 503 of MORTH and as directed by the Engineer-in-charge. (Excluding Cost of Bitumen)

2nd BT Road from NH 63;Laying of primer coat with bitumen emulsion 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 Tech. specification No 502 MORTH. (But Excluding cost of Bitumen Emulsion)

2nd BT Road from NH 63;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, 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. (Material required per Cum : 45 to 22.4 mm metal -0.396 cum; 22.4mm to 2.36mm metal - 0.528cum; 2.36mm to 75microns metal - 0.396Cum) By Manual Means

2nd BT Road from NH 63;Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRTandH Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per Technical specification 401 of MORT and H and as directed by the Engineer-in-charge. (Material required per Cum : 53mm to 9.5mm metal -0.448cum; 9.5mm to 2.36mm metal - 0.608cum; 2.36mm and below metal - 0.224Cum)

2nd BT Road from NH 63;Construction of embankment / Shoulders with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted as per Technical specification 305 of MORT and H

2nd BT Road from NH 63;Labour charges for cutting, bending and binding reinforcement with contractors binding wire, and placing in position as directed by Engineer - in - charge including all leads, etc., complete

2nd BT Road from NH 63;Dewatering charges for Foundations below low water level for CD works as directed - For Structural Concrete

2nd BT Road from NH 63;Dewatering charges for Foundations below low water level for CD works as directed - For Lean Concrete

2nd BT Road from NH 63;Dewatering charges for Foundations below low water level for CD works as directed - For Earth work Excavation in all types of soils

2nd BT Road from NH 63;Acrylic exterior emulsion Painting to New walls with Grade-II i.e., Ace or equivalent paint of Approved Make 2 coats over a base coat of Grade -II primer (making 3 coats in all) complete for finished Item of work -For External Walls

2nd BT Road from NH 63;Flooring 30mm thick with CC 1:2:4 using 10mm size crushed granite metal of approved hard quality on existing concrete base, rendering smooth complete. ( But Excluding Cost of Cement )

2nd BT Road from NH 63;Add Extra for shuttering and centring charges for CC - Basement / Sidewalls, Water Tank Walls

2nd BT Road from NH 63;Cement Concrete 1:2:4 with 20mm down size (65% of 20-10mm and 35% of 10-4.75mm) graded Crushed Granite metal of approved hard quality including machine mixing, vibrating with mechanical vibrators, etc., Complete for finished Item of work as directed - Dwarf Walls for Railings, Kerb walls, dividers etc., (Excluding Cost of Cement and side shuttering) (CA : 0.90 Cum, FA:0.45Cum)

2nd BT Road from NH 63;Cement concrete 1: 1.5 :3 with 20mm down size (65% of 20-10mm and 35% of 10-4.75mm) graded crushed granite metal of approved hard quality including machine mixing, vibrating etc., Complete for finished Item of work as directed for wearing course of CD works complete as per drawings and technical specification Clauses 800, 1206.3 MORD and 2702 MORTH (but excluding cost of Cement)(CA : 0.90 Cum, FA:0.45Cum)

2nd BT Road from NH 63;Reinforced cement concrete grade M 25 Design Mix with 20mm down size (65% of 20-10mm and 35% of 10-4.75mm) graded crushed granite metal of approved hard quality including machine mixing, vibrating with necessary shuttering and centering charges, etc., Complete for finished Item of work as directed for Super structure of CD works i.e., Deck slab complete as per drawings and technical specification Clauses 800, 1205.5 MORD / sections 1500, 1600 and 1700 MORTH (but excluding cost of steel reinforcement and its fabrication charges and Cost of Cement) Cement @ 380Kg/Cum is to be used. (CA : 0.90 Cum, FA:0.45Cum)

2nd BT Road from NH 63;Reinforced cement concrete grade M 25 Design Mix with 20mm down size (65% of 20-10mm and 35% of 10-4.75mm) graded crushed granite metal of approved hard quality including machine mixing, vibrating with necessary shuttering and centering charges, etc., Complete for finished Item of work as directed for Substructure of CD works i.e, abutments / piers / wing walls / returns / Bed blocks, etc., Up to a height of 5M complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 and 2200 MORTH (but excluding cost of steel reinforcement and its fabrication charges and Cost of Cement) Cement @ 380Kg/Cum is to be used. (CA : 0.90 Cum, FA:0.45Cum)

2nd BT Road from NH 63;Cement Concrete 1:3:6 with 40mm down size (50% of 40-20mm, 30% of 20-10mm and 20% of 10-4.75mm) graded crushed granite metal of approved hard quality including machine mixing, vibrating with necessary shuttering and centering charges, etc., Complete for finished Item of work as directed for Substructure of CD works i.e, abutments / peirs / wing walls / returns etc., up to a height of 5M as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 and 2200 MORTH (Excluding Cost of Cement) (CA : 0.90 Cum, FA:0.45Cum)

2nd BT Road from NH 63;Cement Concrete 1:4:8 with 40 mm Crushed granite metal of approved hard quality in foundations of CD works including machine mixing, vibrating with necessary shuttering etc., Complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203 MORD and 1500, 1700 and 2100 MORTH (But Excluding Cost of Cement) (CA : 0.90 Cum, FA:0.45Cum)

2nd BT Road from NH 63;Filling with excavated earth (excluding rock)/ Sand in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating Each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T and P etc., complete for finished item of work. (APSS NO. 309 and 310) (Excluding cost of sand) - by Manual Means

2nd BT Road from NH 63;Earthwork excavation by machinery where Mass excavation with large quantity is involved for buildings, major pipe line works, etc., in all soils up to SDR and stone matrix including cutting and loading in tippers with all lifts etc., complete

2nd BT Road from NH 63;Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead up to 50m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work as per SS - 20 B (APSS 308) - Ordinary soils-Mechanical Means -Up to 3 m depth