}

Tender For Civil Work -Road Work =1 Harpur Jyoti Rai Ke Ghar To Ram Bilash Mahto Ke Ghar Tak 2 S100 Bawan Ghat Mushar Tola To Modi Tola Pul Tak 3 Haritol Me Rajdev Rai Ke Ghar To Surel Muslim Tola Tak 1 Harpur Jyoti Rai Ke Ghar To Ram Bilash Mahto Ke Ghar, Samastipur-Bihar

Rural Works Department has published Tender For Civil Work -Road Work =1 Harpur Jyoti Rai Ke Ghar To Ram Bilash Mahto Ke Ghar Tak 2 S100 Bawan Ghat Mushar Tola To Modi Tola Pul Tak 3 Haritol Me Rajdev Rai Ke Ghar To Surel Muslim Tola Tak 1 Harpur Jyoti Rai Ke Ghar To Ram Bilash Mahto Ke Ghar. Submission Date for this Tender is 02-03-2021. Road Work Tenders in Samastipur Bihar. Bidders can get complete Tender details and download the document.




Tender Notice

27114168
Tender For Civil Work -Road Work =1 Harpur Jyoti Rai Ke Ghar To Ram Bilash Mahto Ke Ghar Tak 2 S100 Bawan Ghat Mushar Tola To Modi Tola Pul Tak 3 Haritol Me Rajdev Rai Ke Ghar To Surel Muslim Tola Tak 1 Harpur Jyoti Rai Ke Ghar To Ram Bilash Mahto Ke Ghar
Open Tender
Indian
Bihar
Samastipur
02-03-2021

Tender Details

tender for civil work -road work =1 Harpur Jyoti Rai Ke Ghar To Ram Bilash Mahto Ke Ghar Tak 2 S100 Bawan Ghat Mushar Tola To Modi Tola Pul Tak 3 Haritol Me Rajdev Rai Ke Ghar To Surel Muslim Tola Tak 1 Harpur Jyoti Rai Ke Ghar To Ram Bilash Mahto Ke Ghar Tak2 S100 Bawan Ghat Mushar Tola To Modi Tola Pul Tak3 Haritol Me Rajdev Rai Ke Ghar To Surel Muslim Tola Tak

Key Value

Document Fees
INR 10000 /-
EMD
INR 156031.0 /-
Tender Value
INR 78.01 Lakhs /-

BOQ Items

Name of Work: Construction of Road & CD Works of Harpur Jyoti Rai ke Ghar To Ramvilas Mahto ke Ghar Tak, S 100 Bavan Ghat Mushar Tola To Modi Tola Pull Tak & Haritol me Rajdev Rai ke Ghar To Surel Muslim Tola Tak.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Harpur Jyoti Rai ke Ghar To Ramvilas Mahto ke Ghar Tak
2 2 Construction of Reference & Working Benchmarks 0.33 Km
3 3 Construction of Reference Pillars/Burjees 0.33 Km
4 4 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. 0.16 Hect.
5 5 Excavation for roadwork in soil by Mechnical Means including cutting and pushing the earth to site of embankment up to a distance of 100 m , including trimming bottom and side slopes in accordance with requirement of lines , grades and cross sections 24.38 Cum
6 6 Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 373.61 Cum
7 7 Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (1000 M Lead) 94.57 Cum
8 8 Box Cutting For Pavement Construction Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 (100 M Lead) 24.38 Cum
9 9 Construction of granular sub-base by providing well graded material (Crushed Stone Aggregates and Course Sand), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401 31.93 Cum
10 10 WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (Proposed PCC Road) 92.32 Cum
11 11 Mix Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 1.5 Sqm
12 12 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, using curing compound (where specified) and water finishing to lines and grade 196.95 Cum
13 13 Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 162.5 Sqm
14 14 Ordinary Kilometer Stone (Precast) 3 Each
15 15 200 m stone (precast) 4 Each
16 16 Boundary Pillar Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 6 Each
17 17 Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 2 Each
18 18 Maintenance Board 1 Each
19 19 Retro-reflectorised Traffic Signs :-600 mm equilateral triangle 2 Each
20 20 600 mm x 450 mm rectangular 6 Each
21 21 900 mm side octagon 2 Each
22 22 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface 65 Sqm
23 23 Cable Duct Across the Road: Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. 15 Rmt
24 24 GST @ 12% 1 No.
25 25 Labour Cess @ 1% 1 No.
26 26 Seigniorage Fee @ 10% 1 No.
27 27 Planting of Trees and their Maintenance for one Year 16 No.
28 28 1st Year Maintenance cost 0.33 Km
29 29 2nd Year Maintenance cost 0.33 Km
30 30 3rd Year Maintenance cost 0.33 Km
31 31 4th Year Maintenance cost 0.33 Km
32 32 5th Year Maintenance cost 0.33 Km
33 33 GST @ 12% 1 No.
34 34 Labour Cess @ 1% 1 No.
35 35 Seigniorage Fee @ 10% 1 No.
36 36 S 100 Bavan Ghat Mushar Tola To Modi Tola Pull Tak
37 37 Construction of Reference & Working Benchmarks 0.55 Km
38 38 Construction of Reference Pillars/Burjees 0.55 Km
39 39 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. 0.28 Hect.
40 40 Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet equirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5. 675.86 Cum
41 41 Excavation for roadwork in soil by Mechnical Means including cutting and pushing the earth to site of embankment up to a distance of 100 m , including trimming bottom and side slopes in accordance with requirement of lines , grades and cross sections 53.25 Cum
42 42 Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 304.96 Cum
43 43 Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (1000 M Lead) 297.16 Cum
44 44 Box Cutting For Pavement Construction Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 (1000 M Lead) 42 Cum
45 45 Box Cutting For Pavement Construction Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 (100 M Lead) 11.25 Cum
46 46 Construction of granular sub-base by providing well graded material (Crushed Stone Aggregates and Course Sand), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401 232.78 Cum
47 47 WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (Proposed PCC Road) 156.24 Cum
48 48 Prime Coat (Low Porosity)Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0kg/sqm using mechanical means as per Technical Specification Clause 502 1515 Sqm
49 49 Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25-0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. 1515 Sqm
50 50 Mix Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 1516.5 Sqm
51 51 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, using curing compound (where specified) and water finishing to lines and grade 90.9 Cum
52 52 Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 75 Sqm
53 53 Ordinary Kilometer Stone (Precast) 3 Each
54 54 200 m stone (precast) 4 Each
55 55 Boundary Pillar Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 11 Each
56 56 Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 2 Each
57 57 Maintenance Board 1 Each
58 58 Retro-reflectorised Traffic Signs :-600 mm equilateral triangle 2 Each
59 59 600 mm x 450 mm rectangular 6 Each
60 60 900 mm side octagon 2 Each
61 61 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. 80 Sqm
62 62 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface 30 Sqm
63 63 Cable Duct Across the Road: Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. 15 Rmt
64 64 GST @ 12% 1 No.
65 65 Labour Cess @ 1% 1 No.
66 66 Seigniorage Fee @ 10% 1 No.
67 67 Planting of Trees and their Maintenance for one Year 28 No.
68 68 1st Year Maintenance cost 0.55 Km
69 69 2nd Year Maintenance cost 0.55 Km
70 70 3rd Year Maintenance cost 0.55 Km
71 71 4th Year Maintenance cost 0.55 Km
72 72 5th Year Maintenance cost 0.55 Km
73 73 GST @ 12% 1 No.
74 74 Labour Cess @ 1% 1 No.
75 75 Seigniorage Fee @ 10% 1 No.
76 76 Haritol me Rajdev Rai ke Ghar To Surel Muslim Tola Tak
77 77 Construction of Reference & Working Benchmarks 0.22 Km
78 78 Construction of Reference Pillars/Burjees 0.22 Km
79 79 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. 0.11 Hect.
80 80 Excavation for roadwork in soil by Mechnical Means including cutting and pushing the earth to site of embankment up to a distance of 100 m , including trimming bottom and side slopes in accordance with requirement of lines , grades and cross sections 16.13 Cum
81 81 Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 384.39 Cum
82 82 Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (1000 M Lead) 62.56 Cum
83 83 Box Cutting For Pavement Construction Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 (100 M Lead) 16.13 Cum
84 84 Construction of granular sub-base by providing well graded material (Crushed Stone Aggregates and Course Sand), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401 21.13 Cum
85 85 WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (Proposed PCC Road) 61.07 Cum
86 86 Mix Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 1.5 Sqm
87 87 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, using curing compound (where specified) and water finishing to lines and grade 130.29 Cum
88 88 Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 107.5 Sqm
89 89 Ordinary Kilometer Stone (Precast) 3 Each
90 90 200 m stone (precast) 4 Each
91 91 Boundary Pillar Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 4 Each
92 92 Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 2 Each
93 93 Maintenance Board 1 Each
94 94 Retro-reflectorised Traffic Signs :-600 mm equilateral triangle 2 Each
95 95 600 mm x 450 mm rectangular 6 Each
96 96 900 mm side octagon 2 Each
97 97 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface 43 Sqm
98 98 Cable Duct Across the Road: Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. 15 Rmt
99 99 GST @ 12% 1 No.
100 100 Labour Cess @ 1% 1 No.
101 101 Seigniorage Fee @ 10% 1 No.
102 102 Planting of Trees and their Maintenance for one Year 11 No.
103 103 1st Year Maintenance cost 0.22 Km
104 104 2nd Year Maintenance cost 0.22 Km
105 105 3rd Year Maintenance cost 0.22 Km
106 106 4th Year Maintenance cost 0.22 Km
107 107 5th Year Maintenance cost 0.22 Km
108 108 GST @ 12% 1 No.
109 109 Labour Cess @ 1% 1 No.
110 110 Seigniorage Fee @ 10% 1 No.
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