Construction Of Kissan Path Link Roads ( 2 Nos . 5 . 00 Kms . ) Kums-Raisinghnagar
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Bid Submission
30 Mar 2021
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EMD
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Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
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Competition Type
NCB
Bidding Type
Tender
Location / State
Raisinghnagar → Rajasthan
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Not Available
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Project Description
Construction Of Kissan Path Link Roads ( 2 Nos . 5 . 00 Kms . ) Kums-Raisinghnagar
BOQ
| Name of work :Package-01/2020-21/RSNR/Construction of kissan path, link roads (2 Nos., 5.00 Kms.)/KUMS – Raisinghnagar | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of kissan path, link road Raisinghnagar-Sri Vijaynagar Main Road to 3 JKM Length 3.00 Km. at KUMS - Raisinghnagar | |||
| 2 | 2 | Bill No. - 01 (Site Clearance) | |||
| 3 | 3 | Clearing and grubbing road land including uprooting rank vegetation, grass, bush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable material and stacking of serviceable material upto 1000 m from road boundary as per MoRTH specification : 201 : By manual means : in area of light jungle | 0.82 | Hect. | |
| 4 | 4 | Bill No. - 02 (Earth Work) | |||
| 5 | 5 | Earth work in excavation including stacking/disposal of surplus earth with all lifts and lead upto 1000 meters including compensation for earth taken from private land with all lead & lift (Land to be arranged by private negotiations by the contractor) (MoRTH specification clause 301 to 305) : Mechanically by power shovel, including mechanical loading and carriage : in ordinary soil. | 6248 | Cum | |
| 6 | 6 | Extra for laying earth as per specification for compaction in 200 mm thick loose layers and dressing (MoRTH specification clause 305,3.5) :m by mechanical means, using motor grader, from earth in stock piles with all lead and lift but excluding rolling and watering. | 6248 | Cum | |
| 7 | 7 | Extra for watering the earth to bring the earth up to required O.M.C. including rolling to specification with power roller 8-10 tonne when earth is at suitable moisture content field density not less than 95% of maximum dry density (Ordinary proctor test). | 6248 | Cum | |
| 8 | 8 | Bill No. - 03 (Sub base & base course) | |||
| 9 | 9 | Providing and laying brick edging upto 15-19 cm deep and 9-11 cm wide (according to approved brick size to be specified) including digging of trenches, fixing bricks in position, refilling and disposal of surplus earth etc. complete. | 6180 | Rmt. | |
| 10 | 10 | Providing and laying granular sub-base material having P.I. not more than 6 including spreading in layers not exceeding 150mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery including T&P with all lead (Compacted thickness to be measured) as per MoRTH specification table 400-1, 400-2 : For grading-III material | 464 | Cum | |
| 11 | 11 | Providing, laying, spreading and compacting stone aggregate having physical requirement as per table 400-8 and of specific sizes as per table 400-9 to water bound macadam specification including spreading in uniform thickness, hand packing rolling with vibratory rolled in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill up the interstices of coarse aggregates watering (with water browser) and rolling, making necessary earthen bund to protect edges, lighting, guarding, barricading and maintenance of diversion etc. (MoRTH specification : Clause 404 & 112) : By manual means. | |||
| 12 | 12 | a) Grading-I (Using screening crushable type such as moorum or gravel) | 1159 | Cum | |
| 13 | 13 | b) Grading-II (Using screening crushable type such as moorum or gravel) | 869 | Cum | |
| 14 | 14 | c) Grading-III (Using screening crushable type such as moorum or gravel) | 869 | Cum | |
| 15 | 15 | Bill No. - 04 (BT Work) | |||
| 16 | 16 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS : 8887 & manufacture's specifications @ 7.50 Kg/ 10 sqm. With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI 502 & 112 (Including cleaning of road surface) | 11588 | Sqm | |
| 17 | 17 | Providing and applying tack coat on the prepared surface, with bitumen emulsion RS-1 as per IS : 8887 & manufacturer's specifications @ 2.25 Kg. / 10 sqm. With al self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification clause 503 & 112 (Including cleaning of bituminous road surface) | 11588 | Sqm | |
| 18 | 18 | Providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in al single course as wearing course composed of specified graded crushed aggregates as per table 500-23, heating bituminous binder @ 14.6 Kg./10 Sqm. (60/70 grade) and aggregates in hot mix plant (including cost of anti-stripping compound, wherever required), transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne but excluding cost of tack and seal coat with all lead. (MoRTH specification : Clause 510 & 112) : in hot mix plant 40-60 TPH, including loading of aggregates with front end loader bitumen VG 30 | 11588 | Sqm | |
| 19 | 19 | Providing and applying premix seal coat type \"B\" comprising of thin application of fine aggregate (0.06 cum per 10 sqm) premix with 6.8 kgs. Per 10 sqm. Bitumen binder (Grade VG-30) (including cost of anti-stripping compound wherever required) in mini hot mix plant 6-10 TPH and laying with mechanical paver and rolling with power roller 8-10 tonne including all lead of mix material (MoRTH specification clause 511) | 11588 | Sqm | |
| 20 | 20 | Bill No. - 05 (C.D. Work) | |||
| 21 | 21 | Earth work in excavation in foundation trenches etc. in drains and channels etc. not exceeding 2m. Depth, including dressing of bottom and sides of trenches, stacking the excavated soil 3m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 meters (MoRTH specification : Clause 301, 304) : Ordinary Soil : Hard Soil (pick axe work) | 53 | Cum | |
| 22 | 22 | Brick masonary work in cement mortar 1:4 (1 cement : 4 sand), with mechanical mixer in foundation (at any level) complete, including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH specification : section 1000, 1300 | 70 | Cum | |
| 23 | 23 | PCC 1:3:6 in foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days) | 20 | Cum | |
| 24 | 24 | Plain/reinforced cement concrete in sub structure complete as per drawing and technical specifications : | |||
| 25 | 25 | a) PCC grade M15 : Height upto 5m. | 7 | Cum | |
| 26 | 26 | b) RCC grade M20 : Height upto 5m., using concrete mixer. | 20 | Cum | |
| 27 | 27 | Supplying, fitting and placing mild steel reinforcement complete in sub-structure as per drawing and technical specification. | 2.2 | Tonne | |
| 28 | 28 | Plastering with cement mortar (1:3) on brick work in sub structure as per technical specification. | 165 | Sqm | |
| 29 | 29 | Painting two coats on new concrete surface (painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces). | 72 | Sqm | |
| 30 | 30 | Rough Chisel dressed Sand stone 35 mm thick flooring of approved shade set over 20mm thick base of cement mortar 1:6 (1 cement : 6 coarse sand) and pointing with cement sand mortar 1:3 with pigment to match the shade of stone with joint thickness up to 15 mm complete in all respects : Red sand stone (Karauli stone) | 32 | Sqm | |
| 31 | 31 | Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH specification : Clause : 1000 & 2900 : NP-3, 450mm dia | 20 | Rmt. | |
| 32 | 34 | Bill No. - 06 (Road Furniture) | |||
| 33 | 35 | Supply & fixing of direction and place identification sign boards made out of 2mm thick MS sheet framed to angle iron 40x40x5mm and 2 vertical posts of angle iron 65x65x6mm, 4.60m long with hold fasts including excavation and fixing with C.C. 1:4:8 (30x30x60cm) and transportation with painting with superior grade enamel paint of approved quality including lettering and figuring etc. complete as per IRC standard size 160x180cm (project board). | 1 | Each | |
| 34 | 36 | Supply or retro-reflective name board size 600x900 made out of 2mm thick aluminum sheet fixed on post and frame made out or angle iron 50x50x6mm, 3 M long using stainless steel nut bolts of 8mm dia, aluminum sheet is covered with high intensity grade retro-reflective sheeting and non reflective letters in black, post duly painted in black and white synthetic enamel, complete in all respect. Confirming to MoRTH specifications (2013) c1.801 : installation of sign boards having the posts like mandantory, cautionary and informatory boards including excavation, fixing of posts in 300mm dia. RCC hume pipe (IS marked) 1.20m long, 75cm embedded in ground, the in side of pipe shall be filled with cement concrete 1:4:8 with semi-circular hump at top, the pipe shall be painted white with enamel paint including transportation etc. complete : For double post. | 2 | Each | |
| 35 | 37 | Providing and fixing of retro- reflectorisd cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing : 60cm equilateral triangle. | 2 | Each | |
| 36 | 38 | Road marking with hot applied thermoplastic compound with reflectorizing glass beads on bituminous surface (providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing 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 levels, uniform and free from streaks and holes.) | 348 | Sqm | |
| 37 | 39 | Supplying and fixing pre cast R.C.C. stones (M-15 mix) using one percent steel reinforcement, including finishing in cement sand mortar 1:3, earthwork, cement concrete 1:4:8 engraving letters and numerals, painting with enamel paint etc. complete as per IRC standard design : Km. stone for NH, SH & MDR (size 35x110x25cm). | 4 | Each | |
| 38 | 40 | Construction of kissan path, link road Khichian-Shyamgarh T-Point to Chak 7 NZP Length 2.00 Km. at KUMS - Raisinghnagar | |||
| 39 | 41 | Bill No. - 01 (Site Clearance) | |||
| 40 | 42 | Clearing and grubbing road land including uprooting rank vegetation, grass, bush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable material and stacking of serviceable material upto 1000 m from road boundary as per MoRTH specification : 201 : By manual means : in area of light jungle | 0.14 | Hect. | |
| 41 | 43 | Bill No. - 02 (Earth Work) | |||
| 42 | 44 | Earth work in excavation including stacking/disposal of surplus earth with all lifts and lead upto 1000 meters including compensation for earth taken from private land with all lead & lift (Land to be arranged by private negotiations by the contractor) (MoRTH specification clause 301 to 305) : Mechanically by power shovel, including mechanical loading and carriage : in ordinary soil. | 3535 | Cum | |
| 43 | 45 | Extra for laying earth as per specification for compaction in 200 mm thick loose layers and dressing (MoRTH specification clause 305,3.5) :m by mechanical means, using motor grader, from earth in stock piles with all lead and lift but excluding rolling and watering. | 3535 | Cum | |
| 44 | 46 | Extra for watering the earth to bring the earth up to required O.M.C. including rolling to specification with power roller 8-10 tonne when earth is at suitable moisture content field density not less than 95% of maximum dry density (Ordinary proctor test). | 3535 | Cum | |
| 45 | 47 | Bill No. - 03 (Sub base & base course) | |||
| 46 | 48 | Providing and laying brick edging upto 15-19 cm deep and 9-11 cm wide (according to approved brick size to be specified) including digging of trenches, fixing bricks in position, refilling and disposal of surplus earth etc. complete. | 4120 | Rmt. | |
| 47 | 49 | Providing and laying granular sub-base material having P.I. not more than 6 including spreading in layers not exceeding 150mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery including T&P with all lead (Compacted thickness to be measured) as per MoRTH specification table 400-1, 400-2 : For grading-III material | 309 | Cum | |
| 48 | 50 | Providing, laying, spreading and compacting stone aggregate having physical requirement as per table 400-8 and of specific sizes as per table 400-9 to water bound macadam specification including spreading in uniform thickness, hand packing rolling with vibratory rolled in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill up the interstices of coarse aggregates watering (with water browser) and rolling, making necessary earthen bund to protect edges, lighting, guarding, barricading and maintenance of diversion etc. (MoRTH specification : Clause 404 & 112) : By manual means. | |||
| 49 | 51 | a) Grading-I (Using screening crushable type such as moorum or gravel) | 773 | Cum | |
| 50 | 52 | b) Grading-II (Using screening crushable type such as moorum or gravel) | 579 | Cum | |
| 51 | 53 | c) Grading-III (Using screening crushable type such as moorum or gravel) | 579 | Cum | |
| 52 | 54 | Bill No. - 04 (BT Work) | |||
| 53 | 55 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS : 8887 & manufacture's specifications @ 7.50 Kg/ 10 sqm. With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI 502 & 112 (Including cleaning of road surface) | 7725 | Sqm | |
| 54 | 56 | Providing and applying tack coat on the prepared surface, with bitumen emulsion RS-1 as per IS : 8887 & manufacturer's specifications @ 2.25 Kg. / 10 sqm. With al self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification clause 503 & 112 (Including cleaning of bituminous road surface) | 7725 | Sqm | |
| 55 | 57 | Providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in al single course as wearing course composed of specified graded crushed aggregates as per table 500-23, heating bituminous binder @ 14.6 Kg./10 Sqm. (60/70 grade) and aggregates in hot mix plant (including cost of anti-stripping compound, wherever required), transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne but excluding cost of tack and seal coat with all lead. (MoRTH specification : Clause 510 & 112) : in hot mix plant 40-60 TPH, including loading of aggregates with front end loader bitumen VG 30 | 7725 | Sqm | |
| 56 | 58 | Providing and applying premix seal coat type \"B\" comprising of thin application of fine aggregate (0.06 cum per 10 sqm) premix with 6.8 kgs. Per 10 sqm. Bitumen binder (Grade VG-30) (including cost of anti-stripping compound wherever required) in mini hot mix plant 6-10 TPH and laying with mechanical paver and rolling with power roller 8-10 tonne including all lead of mix material (MoRTH specification clause 511) | 7725 | Sqm | |
| 57 | 59 | Bill No. - 05 (C.D. Work) | |||
| 58 | 60 | Earth work in excavation in foundation trenches etc. in drains and channels etc. not exceeding 2m. Depth, including dressing of bottom and sides of trenches, stacking the excavated soil 3m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 meters (MoRTH specification : Clause 301, 304) : Ordinary Soil : Hard Soil (pick axe work) | 38 | Cum | |
| 59 | 61 | Brick masonary work in cement mortar 1:4 (1 cement : 4 sand), with mechanical mixer in foundation (at any level) complete, including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH specification : section 1000, 1300 | 51 | Cum | |
| 60 | 62 | PCC 1:3:6 in foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days) | 15 | Cum | |
| 61 | 63 | Plain/reinforced cement concrete in sub structure complete as per drawing and technical specifications : | |||
| 62 | 64 | a) PCC grade M15 : Height upto 5m. | 5 | Cum | |
| 63 | 65 | b) RCC grade M20 : Height upto 5m., using concrete mixer. | 15 | Cum | |
| 64 | 66 | Supplying, fitting and placing mild steel reinforcement complete in sub-structure as per drawing and technical specification. | 1.65 | Tonne | |
| 65 | 67 | Plastering with cement mortar (1:3) on brick work in sub structure as per technical specification. | 120 | Sqm | |
| 66 | 68 | Painting two coats on new concrete surface (painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces). | 53 | Sqm | |
| 67 | 69 | Rough Chisel dressed Sand stone 35 mm thick flooring of approved shade set over 20mm thick base of cement mortar 1:6 (1 cement : 6 coarse sand) and pointing with cement sand mortar 1:3 with pigment to match the shade of stone with joint thickness up to 15 mm complete in all respects : Red sand stone (Karauli stone) | 23 | Sqm | |
| 68 | 70 | Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH specification : Clause : 1000 & 2900 : NP-3, 450mm dia | 15 | Rmt. | |
| 69 | 73 | Bill No. - 06 (Road Furniture) | |||
| 70 | 74 | Supply & fixing of direction and place identification sign boards made out of 2mm thick MS sheet framed to angle iron 40x40x5mm and 2 vertical posts of angle iron 65x65x6mm, 4.60m long with hold fasts including excavation and fixing with C.C. 1:4:8 (30x30x60cm) and transportation with painting with superior grade enamel paint of approved quality including lettering and figuring etc. complete as per IRC standard size 160x180cm (project board). | 1 | Each | |
| 71 | 75 | Supply or retro-reflective name board size 600x900 made out of 2mm thick aluminum sheet fixed on post and frame made out or angle iron 50x50x6mm, 3 M long using stainless steel nut bolts of 8mm dia, aluminum sheet is covered with high intensity grade retro-reflective sheeting and non reflective letters in black, post duly painted in black and white synthetic enamel, complete in all respect. Confirming to MoRTH specifications (2013) c1.801 : installation of sign boards having the posts like mandantory, cautionary and informatory boards including excavation, fixing of posts in 300mm dia. RCC hume pipe (IS marked) 1.20m long, 75cm embedded in ground, the in side of pipe shall be filled with cement concrete 1:4:8 with semi-circular hump at top, the pipe shall be painted white with enamel paint including transportation etc. complete : For double post. | 2 | Each | |
| 72 | 76 | Providing and fixing of retro- reflectorisd cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing : 60cm equilateral triangle. | 2 | Each | |
| 73 | 77 | Road marking with hot applied thermoplastic compound with reflectorizing glass beads on bituminous surface (providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing 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 levels, uniform and free from streaks and holes.) | 248 | Sqm | |
| 74 | 78 | Supplying and fixing pre cast R.C.C. stones (M-15 mix) using one percent steel reinforcement, including finishing in cement sand mortar 1:3, earthwork, cement concrete 1:4:8 engraving letters and numerals, painting with enamel paint etc. complete as per IRC standard design : Km. stone for NH, SH & MDR (size 35x110x25cm). | 3 | Each |
AI Tender Summary
Tender Timeline
Mar 19, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedMar 30, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 01, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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