The Singareni Collieries Company Limited Tender
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Description
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Contact
Tender Id
350282Tender No
CRP/CVL/RG-II/TN-40/2022-23, dt.06.09.2022Tender Authority
The Singareni Collieries Company Limited ViewPurchaser Address
-Website
http://https://scclmines.com/
GEM & Bid Advisory Services
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BOQ Items
BT renewal coat;Providing and laying dense graded bituminous macadam 50mm to 75mm thick using VG-30 Bitumen with hot mix plant using crushed aggregates of grading-II nominal aggregate size 26.5mm as per Table 500-10 of MORTH, premixed with bituminous binder @ 4.5 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- 103.85Kg, 25mm to 10mm - 0.4408Cum, 10mm to 5mm - 0.4114Cum, 5mm and below - 0.5877Cum, filler - 0.0294Cum)
25
-
86015
BT renewal coat;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)
1896
-
6528136.56
BT renewal coat;Laying of tack coat with VG-10 bitumen @ 2.50 kg/10 Sqm on Granular surface including heating of bitumen to the appropriate range with self heating arrangements and spraying tar with nozzles and applied 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)
250
-
925
BT renewal coat;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)
63200
-
233840
BT renewal coat;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
50
-
112188
BT renewal coat;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)
50
-
97223
BT renewal coat;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
1200
-
161040
BT renewal coat;Conveyance charges of Earth for 5 KM lead.
1200
-
129360
BT renewal coat;Excavation for Road work in soil with Hydraulic Excavator 0.9cum bucket capacity including cutting and loading in tippers / pushing the earth to side of embankment (by trench cutting) including trimming bottom and side slopes, in accordance with requirements of lines and grades and cross sections as per technical specification 301 of MORT and H
1200
-
81720
BT renewal coat;Filling of pot holes in BT road by cutting the road surface up to 75mm depth and to the rectangular or square shape, laying tack coat of Bitumen VG-10, spreading 40mm metal, spraying bitumen over metal, spreading 10mm metal at 0.13 Cu.m/ 10Sqm, rolling, spreading sand including supply of metal and sand etc., as directed by the Engineer-in-charge. (Excluding Cost of Bitumen). Material required per Sqm :- Bitumen VG-10 : 2.28Kg , 40mm Metal: 0.08125Cum, 10mm metal : 0.013 Cum, Sand: 0.006Cum
200
-
51360
BT renewal coat;Conveyance charges of Steel including loading, unloading and stacking charges for Beyond 5KM and upto 30KM(Rate/KM) lead.
39
-
393.9
BT renewal coat;Conveyance charges of Steel including loading, unloading and stacking charges for 5 KM lead.
13
-
4130.36
BT renewal coat;Conveyance charges of CEMENT including loading, unloading and stacking charges for 2 KM lead.
325
-
78942.5
BT renewal coat;Treating the pavement by the method of dewatering of surplus water from the concrete immediately after placing and vibrating to reduce the water cement ratio to an optimum level by means of suitable equipment such as vacuum pumps, surface vibrator, suction mat, filter pads, skin floater etc., to achieve high strength of concrete with size forms as MS channels etc., including cost, conveyance of all machinery to work site, Labour charges etc., complete for finished item of work and as directed by the Engineer-in-charge
2200
-
247940
BT renewal coat;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
13
-
181797.2
BT renewal coat;Providing contraction sawn joints at every 4.50 m distance or as directed by Engineer In charge by grooving with mechanical saw, the width of 3 to 5mm and depths 1/3rd to 1/4th of thickness of concrete and operation should be carried out as soon as concrete is ready to accept the saw cut without trowelling including providing dowel bars of Required dia, length and spacing as per design and covered with thin plastic sheathing of 2/3 length. The joint shall be filled with polymer based fillers and sealants as shown in the drawing and including cost and conveyance of all materials to work site, Labour charges, etc., complete for finished item of work and as directed by the Engineer-in-charge (excluding the cost of dowel bars and their fabrication required which will be paid separately). Note: All relevant MORT and H / IRC codes to be followed.
550
-
46200
BT renewal coat;Providing longitudinal sawn joints by grooving with mechanical saw to a width of 3 to 5mm and depth of 1/3rd of thickness of concrete and operation should be carried out as soon as concrete is ready to accept the saw cut without trowelling including providing tie bars of Required dia, length and spacing as per design. Tie bars shall be coated with bitumen paint for 75mm on either side. The joints shall be filled with polymer based fillers and sealants including cost and conveyance of all materials to work site, Labour charges, etc., complete for finished item of work and as directed by the Engineer-in-charge (excluding the cost of Tie bars and their fabrication required which will be paid separately). Note: All relevant MORT and H / IRC codes to be followed.
220
-
18282
BT renewal coat;Cement Concrete M-40 design mix Concrete corresponding to IS 456 using Concrete Mixer using 20mm down size (65% of 20-10mm and 35% of 10-4.75mm) graded Crushed Granite metal including cost and conveyance of all materials to site and including machine mixing and vibrating with mechanical vibrators, finishing, and centering/shuttering charges, etc, (Excluding cost of Cement) for CC Pavements. Cement @ 435Kg/Cum of concrete is to be used. (CA : 0.90 Cum, FA:0.45Cum) Note:- In case of provision of steel reinforcement, fabrication charges for the same are to be paid separately.
660
-
2376739.2
BT renewal coat;Supply of Separation Membrane of impermeable plastic sheeting 150 micron thick
2200
-
36080
BT renewal coat;Cement Concrete 1:4:8 with 40mm down size (Crushed Granite metal of approved hard quality including machine mixing and vibrating with mechanical vibrator finishing to the required camber for CC Pavement sub grade including necessary side shuttering etc., Complete for finished Item of work as directed ( Excluding Cost of Cement).(CA : 0.90 Cum, FA:0.45Cum)
220
-
731900.4
BT renewal coat;Conveyance charges of Earth for 5 KM lead.
2000
-
215600
BT renewal coat;Conveyance charges of Earth for 2 KM lead.
2000
-
113200
BT renewal coat;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
4000
-
536800
BT renewal coat;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
4000
-
478000
BT renewal coat;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.
2300
-
943460
BT renewal coat;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
1300
-
979290
BT renewal coat;Conveyance charges of Bitumen - Bulk Note:- For calculating Kilometres, Round the trip i.e., to and fro distance is to be considered.
1279600
-
2904692
BT renewal coat;Supply of Bitumen 60/70 (VG-30) (Bulk) as on 01.09.2022 (Inclusive of 13.615% CP and OH)
880
-
44621632
BT renewal coat;Supply of Bitumen 80/100 (VG-10) (Bulk) as on 01.09.2022 (Inclusive of 13.615% CP and OH)
34
-
1720155.2
BT renewal coat;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)
3100
-
10748258
BT renewal coat;Providing and laying dense graded bituminous macadam 50mm to 75mm thick using VG-30 Bitumen with hot mix plant using crushed aggregates of grading-II nominal aggregate size 26.5mm as per Table 500-10 of MORTH, premixed with bituminous binder @ 4.5 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- 103.85Kg, 25mm to 10mm - 0.4408Cum, 10mm to 5mm - 0.4114Cum, 5mm and below - 0.5877Cum, filler - 0.0294Cum)
4600
-
15936240
BT renewal coat;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)
155000
-
573500
BT renewal coat;Laying of tack coat with VG-10 bitumen @ 2.50 kg/10 Sqm on Granular surface including heating of bitumen to the appropriate range with self heating arrangements and spraying tar with nozzles and applied 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)
1200
-
4440
BT renewal coat;Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH
77500
-
751750
BT renewal coat;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
700
-
1585605
BT renewal coat;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)
700
-
1375633
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