State Agricultural Marketing Board Tender
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State Agricultural Marketing Board Tender
Civil And Construction
Road Construction
Eprocure
Opening Date9 Aug 2023
Closing Date21 Aug 2023
Tender Amount₹ 1,98,41,000
Costs
EMD
₹ 3,96,820Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_RSAMB_355803_3Bid Award Id
ViewTender No
SE-RSAMB-SGNR-NIT-07Tender Authority
State Agricultural Marketing Board ViewPurchaser Address
-Website
http://http://agriculture.rajasthan.gov.in/content/agriculture/en/RSAMB-dep.html
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Documents
BOQ Items
Bill No. - 02 (Earth Work)
-
-
-
Earth work in excavation including stacking/disposal of surplus earth with all lifts and lead upto 1000 meters includuing compensation of earth (MoRTH specification Clause 301 to 305) : In ordinary soil : Mechanically by power shovel, including mechanical loading and carriage up to 50m.
1360
70040
51.5
Extra for laying earth as per specification for compaction in 200 mm thick loose layers and dressing [MoRTH Specification Clause 305.3.5] : BY MECHANICAL MEANS, using Motor Grader, from earth in stock piles with all lead and lift but excluding rolling and watering.
1360
23120
17
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).
1360
23120
17
Bill No. - 03 (Sub base & base course)
-
-
-
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
2000
110000
55
Providing and laying granular sub-base material having P.I. not more than 6 including spreading in layers not exceeding 150 mm 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
150
146400
976
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 roller 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.
-
-
-
a) Grading-I (Using screening crushable type such as moorum or gravel)
375
618750
1650
b) Grading-II (Using screening crushable type such as moorum or gravel)
281
470675
1675
c) Grading-III (Using screening crushable type such as moorum or gravel)
281
505800
1800
Bill No. - 04 (BT Work)
-
-
-
Providing and applying primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS: 8887 & manufacturer’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 )
3750
137250
36.6
Providing and applying tack coat on the prepared surface, with bitumen emulsion RS-1 as per IS : 8887 & manufacturer’s specifications @ 2.25 kg /10sqm. With a 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 )
3750
33300
8.88
Providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in a 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
3750
431250
115
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 Specifications Clause 511)
3750
165000
44
Bill No. - 05 (C.D. Work)
-
-
-
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.
12
840
70
Brick masonry 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
35
125650
3590
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
7.5
27750
3700
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications :
-
-
-
a) PCC grade M15 : Height upto 5m.
3
13800
4600
b) RCC grade M20 : Height upto 5m., using concrete mixer.
3
15450
5150
Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and technical specification.
0.35
30616
87477
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
67
7705
115
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
58
3770
65
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).
6
3714
619
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 moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 : NP-3, 450mm dia
5
5750
1150
Dismantling of brick edging/brick soling.
32
2592
81
Labour charges for laying brick soling with over-burnt bricks in herring-bone bond or in header or stretcher bond to proper gradient and camber including spreading of sand or earth etc. with bricks of all size : On edge.
23
391
17
Bill No. - 06 (Road Furniture)
-
-
-
Supply & fixing of direction and place identification sign boards made out of 2mm thick MS sheet framed to angle iron 40 x 40 x 5mm and 2 vertical posts of angle iron 65 x 65 x 6mm, 4.60m long with hold fasts including excavation and fixing with CC 1:4:8 (30 x 30 x 60cm) and transportation with painting with superior grade enamel paint of approved quality including lettering and figuring etc. complete as per IRC standard size 160 x 180cm (project board).
1
7150
7150
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, 3M long using stainless steel nut bolts of 8 mm 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 300 mm dia. RCC hume pipe (IS marked) 1.20 m long, 75 cm 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
1
6765
6765
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm 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 : 60 cm equilateral triangle.
2
6300
3150
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 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)
220
98560
448
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).
2
5400
2700
Construction of kissan path, Link road 19 Z soling road to 5 C Chhoti length 1.25 Kms. KUMS - Sri Ganganagar (Grain)
-
-
-
Bill No. - 01 (Site Clearance)
-
-
-
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 boundry as per MoRTH Specification : 201 : By Manual Means: In area of light jungle
0.09
3330
37000
Bill No. - 02 (Earth Work)
-
-
-
Earth work in excavation including stacking/disposal of surplus earth with all lifts and lead upto 1000 meters includuing compensation of earth (MoRTH specification Clause 301 to 305) : In ordinary soil : Mechanically by power shovel, including mechanical loading and carriage up to 50m.
2084
107326
51.5
Extra for laying earth as per specification for compaction in 200 mm thick loose layers and dressing [MoRTH Specification Clause 305.3.5] : BY MECHANICAL MEANS, using Motor Grader, from earth in stock piles with all lead and lift but excluding rolling and watering.
2084
35428
17
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).
2084
35428
17
Bill No. - 03 (Sub base & base course)
-
-
-
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
2550
140250
55
Providing and laying granular sub-base material having P.I. not more than 6 including spreading in layers not exceeding 150 mm 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
191
186416
976
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 roller 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.
-
-
-
a) Grading-I (Using screening crushable type such as moorum or gravel)
478
788700
1650
b) Grading-II (Using screening crushable type such as moorum or gravel)
359
601325
1675
c) Grading-III (Using screening crushable type such as moorum or gravel)
359
646200
1800
Bill No. - 04 (BT Work)
-
-
-
Providing and applying primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS: 8887 & manufacturer’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 )
4781
174984
36.6
Providing and applying tack coat on the prepared surface, with bitumen emulsion RS-1 as per IS : 8887 & manufacturer’s specifications @ 2.25 kg /10sqm. With a 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 )
4781
42455
8.88
Providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in a 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
4781
549815
115
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 Specifications Clause 511)
4781
210364
44
Bill No. - 05 (C.D. Work)
-
-
-
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.
15
1050
70
Brick masonry 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
18
64620
3590
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
5
18500
3700
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications :
-
-
-
a) PCC grade M15 : Height upto 5m.
2
9200
4600
b) RCC grade M20 : Height upto 5m., using concrete mixer.
6
30900
5150
Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and technical specification.
0.7
61233
87477
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
39
4485
115
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
19
1235
65
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).
11
6809
619
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 moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 : NP-3, 450mm dia
5
5750
1150
Dismantling of brick edging/brick soling.
16
1296
81
Labour charges for laying brick soling with over-burnt bricks in herring-bone bond or in header or stretcher bond to proper gradient and camber including spreading of sand or earth etc. with bricks of all size : On edge.
11
187
17
Bill No. - 06 (Road Furniture)
-
-
-
Supply & fixing of direction and place identification sign boards made out of 2mm thick MS sheet framed to angle iron 40 x 40 x 5mm and 2 vertical posts of angle iron 65 x 65 x 6mm, 4.60m long with hold fasts including excavation and fixing with CC 1:4:8 (30 x 30 x 60cm) and transportation with painting with superior grade enamel paint of approved quality including lettering and figuring etc. complete as per IRC standard size 160 x 180cm (project board).
1
7150
7150
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, 3M long using stainless steel nut bolts of 8 mm 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 300 mm dia. RCC hume pipe (IS marked) 1.20 m long, 75 cm 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
1
6765
6765
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm 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 : 60 cm equilateral triangle.
2
6300
3150
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 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)
280
125440
448
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).
2
5400
2700
Construction of kissan path, Link road Rohidawali-Koni road to 4 H ki Dhaniya length 1.00 Kms. KUMS - Sri Ganganagar (Grain)
-
-
-
Bill No. - 01 (Site Clearance)
-
-
-
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 boundry as per MoRTH Specification : 201 : By Manual Means: In area of light jungle
0.07
2590
37000
Bill No. - 02 (Earth Work)
-
-
-
Earth work in excavation including stacking/disposal of surplus earth with all lifts and lead upto 1000 meters includuing compensation of earth (MoRTH specification Clause 301 to 305) : In ordinary soil : Mechanically by power shovel, including mechanical loading and carriage up to 50m.
1478
76117
51.5
Extra for laying earth as per specification for compaction in 200 mm thick loose layers and dressing [MoRTH Specification Clause 305.3.5] : BY MECHANICAL MEANS, using Motor Grader, from earth in stock piles with all lead and lift but excluding rolling and watering.
1478
25126
17
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).
1478
25126
17
Bill No. - 03 (Sub base & base course)
-
-
-
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
2040
112200
55
Providing and laying granular sub-base material having P.I. not more than 6 including spreading in layers not exceeding 150 mm 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
153
149328
976
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 roller 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.
-
-
-
a) Grading-I (Using screening crushable type such as moorum or gravel)
383
631950
1650
b) Grading-II (Using screening crushable type such as moorum or gravel)
287
480725
1675
c) Grading-III (Using screening crushable type such as moorum or gravel)
287
516600
1800
Bill No. - 04 (BT Work)
-
-
-
Providing and applying primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS: 8887 & manufacturer’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 )
3825
139995
36.6
Providing and applying tack coat on the prepared surface, with bitumen emulsion RS-1 as per IS : 8887 & manufacturer’s specifications @ 2.25 kg /10sqm. With a 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 )
3825
33966
8.88
Providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in a 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
3825
439875
115
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 Specifications Clause 511)
3825
168300
44
Bill No. - 05 (C.D. Work)
-
-
-
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.
15
1050
70
Brick masonry 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
18
64620
3590
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
5
18500
3700
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications :
-
-
-
a) PCC grade M15 : Height upto 5m.
2
9200
4600
b) RCC grade M20 : Height upto 5m., using concrete mixer.
6
30900
5150
Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and technical specification.
0.7
61233
87477
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
39
4485
115
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
19
1235
65
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).
11
6809
619
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 moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 : NP-3, 450mm dia
5
5750
1150
Dismantling of brick edging/brick soling.
108
8748
81
Labour charges for laying brick soling with over-burnt bricks in herring-bone bond or in header or stretcher bond to proper gradient and camber including spreading of sand or earth etc. with bricks of all size : On edge.
75
1275
17
Bill No. - 06 (Road Furniture)
-
-
-
Supply & fixing of direction and place identification sign boards made out of 2mm thick MS sheet framed to angle iron 40 x 40 x 5mm and 2 vertical posts of angle iron 65 x 65 x 6mm, 4.60m long with hold fasts including excavation and fixing with CC 1:4:8 (30 x 30 x 60cm) and transportation with painting with superior grade enamel paint of approved quality including lettering and figuring etc. complete as per IRC standard size 160 x 180cm (project board).
1
7150
7150
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, 3M long using stainless steel nut bolts of 8 mm 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 300 mm dia. RCC hume pipe (IS marked) 1.20 m long, 75 cm 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
1
6765
6765
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm 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 : 60 cm equilateral triangle.
2
6300
3150
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 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)
220
98560
448
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).
2
5400
2700
Construction of kissan path, Link road 1 C village to 17 Z - 18 Z road length 3.00 Kms. KUMS - Sri Ganganagar (Grain)
-
-
-
Bill No. - 01 (Site Clearance)
-
-
-
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 boundry as per MoRTH Specification : 201 : By Manual Means: In area of light jungle
0.3
11100
37000
Bill No. - 02 (Earth Work)
-
-
-
Earth work in excavation including stacking/disposal of surplus earth with all lifts and lead upto 1000 meters includuing compensation of earth (MoRTH specification Clause 301 to 305) : In ordinary soil : Mechanically by power shovel, including mechanical loading and carriage up to 50m.
6748
347522
51.5
Extra for laying earth as per specification for compaction in 200 mm thick loose layers and dressing [MoRTH Specification Clause 305.3.5] : BY MECHANICAL MEANS, using Motor Grader, from earth in stock piles with all lead and lift but excluding rolling and watering.
6748
114716
17
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).
6748
114716
17
Bill No. - 03 (Sub base & base course)
-
-
-
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
6000
330000
55
Providing and laying granular sub-base material having P.I. not more than 6 including spreading in layers not exceeding 150 mm 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
450
439200
976
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 roller 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.
-
-
-
a) Grading-I (Using screening crushable type such as moorum or gravel)
1125
1856250
1650
b) Grading-II (Using screening crushable type such as moorum or gravel)
703
1177525
1675
c) Grading-III (Using screening crushable type such as moorum or gravel)
703
1265400
1800
Construction of un-reinforced, dowel jointed at expansion and construction joint only, , plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes,
-
-
-
compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days and water finishing to lines and grade as per drawing and Technical Specification Clause 1501using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 for low volume roads
281
1573600
5600
Bill No. - 04 (BT Work)
-
-
-
Providing and applying primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS: 8887 & manufacturer’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 )
9375
343125
36.6
Providing and applying tack coat on the prepared surface, with bitumen emulsion RS-1 as per IS : 8887 & manufacturer’s specifications @ 2.25 kg /10sqm. With a 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 )
9375
83250
8.88
Providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in a 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
9375
1078125
115
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 Specifications Clause 511)
9375
412500
44
Bill No. - 05 (C.D. Work)
-
-
-
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.
16
1120
70
Brick masonry 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
21
75390
3590
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
6
22200
3700
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications :
-
-
-
a) PCC grade M15 : Height upto 5m.
2.2
10120
4600
b) RCC grade M20 : Height upto 5m., using concrete mixer.
6
30900
5150
Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and technical specification.
0.7
61233
87477
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
45
5175
115
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
25
1625
65
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).
11
6809
619
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 moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 : NP-3, 450mm dia
10
11500
1150
Bill No. - 06 (Road Furniture)
-
-
-
Supply & fixing of direction and place identification sign boards made out of 2mm thick MS sheet framed to angle iron 40 x 40 x 5mm and 2 vertical posts of angle iron 65 x 65 x 6mm, 4.60m long with hold fasts including excavation and fixing with CC 1:4:8 (30 x 30 x 60cm) and transportation with painting with superior grade enamel paint of approved quality including lettering and figuring etc. complete as per IRC standard size 160 x 180cm (project board).
1
7150
7150
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, 3M long using stainless steel nut bolts of 8 mm 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 300 mm dia. RCC hume pipe (IS marked) 1.20 m long, 75 cm 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
4
27060
6765
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm 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 : 60 cm equilateral triangle.
6
18900
3150
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 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)
640
286720
448
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
10800
2700
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