}

Tender For Civil Work -Road Work =1 Sadipur Pul ( Boaare River ) To Bindu Ray Ke Ghar Tak 2 Bhikher Chowk Maksudpur To Kallar Das Ghar Tak 1 Sadipur Pul ( Boaare River ) To Bindu Ray Ke Ghar Tak 2 Bhikher Chowk Maksudpur To Kallar Das Ghar Tak, Samastipur-Bihar

Rural Works Department has published Tender For Civil Work -Road Work =1 Sadipur Pul ( Boaare River ) To Bindu Ray Ke Ghar Tak 2 Bhikher Chowk Maksudpur To Kallar Das Ghar Tak 1 Sadipur Pul ( Boaare River ) To Bindu Ray Ke Ghar Tak 2 Bhikher Chowk Maksudpur To Kallar Das Ghar Tak. 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

27114167
Tender For Civil Work -Road Work =1 Sadipur Pul ( Boaare River ) To Bindu Ray Ke Ghar Tak 2 Bhikher Chowk Maksudpur To Kallar Das Ghar Tak 1 Sadipur Pul ( Boaare River ) To Bindu Ray Ke Ghar Tak 2 Bhikher Chowk Maksudpur To Kallar Das Ghar Tak
Open Tender
Indian
Bihar
Samastipur
02-03-2021

Tender Details

tender for civil work -road work =1 Sadipur Pul ( Boaare River ) To Bindu Ray Ke Ghar Tak 2 Bhikher Chowk Maksudpur To Kallar Das Ghar Tak 1 Sadipur Pul ( Boaare River ) To Bindu Ray Ke Ghar Tak2 Bhikher Chowk Maksudpur To Kallar Das Ghar Tak

Key Value

Document Fees
INR 10000 /-
EMD
INR 116386.0 /-
Tender Value
INR 58.19 Lakhs /-

BOQ Items

Name of Work: 1 Sadipur Pul (Boaare River) to Bindu Ray ke ghar tak 2 Bikher Chowk Maksudpur to Kallar Das ghar tak
Sl. No. Item Description Item Code / Make Quantity Units
1 1 SADIPUR PUL (BOAARE RIVER) To BINDU RAY KE GHAR TAK(LENGTH-0.375KM)
2 2 Providing & Fixing of Working benchmark/Refrence Pillars 01 nos. per km & 04 Nos. of reference pillars required for 1 Km. as per drawings given and direction of E/I
3 3 Benchmark Pillars 01 nos. per km 1 No
4 4 Refrence Pillars 04 nos. per km 1 No
5 5 Clearing and Grubbing Road Land\nClearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I ( By Manual Means) In area of non-thorny jungle 0.13 Hect.
6 6 Box Cutting :- Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 37.5 Cum
7 7 Construction of Embankment with Material Obtained from Roadway Cutting\nConstruction 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. 22.5 Cum
8 8 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 301.5 502.08 Cum
9 9 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. (Including Royality & Labour Cess). 94.22 Cum
10 10 Granular Sub-base with Well Graded Material (Table 400.1) :- Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (For Grading I Material) 48.56 Cum
11 11 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. 107.58 Cum
12 12 Cement Concrete Pavement M30\nConstruction of un-reinforced, 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 as per drawing and Technical Specification Clause 1501. 229.5 Cum
13 13 Hard Shouldering :- 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 412 187.5 sqm
14 14 TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES
15 15 Kilometre Stone
16 16 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
17 17 Ordinary Kilometer Stone (Precast) 2 Each
18 18 200 m stone (precast) 1 Each
19 19 (I)Providing and Fixing 'Logo' of MMGSY Project :-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 4 Each
20 20 Boundry Pillar/ Guard Post 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 1 No
21 21 Retro-reflectorised Traffic Signs :- Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
22 22 600 mm equilateral & triangle 2 Each
23 23 600 mm circular 2 Each
24 24 800 mm x 600 mm rectangular 2 Each
25 25 600 mm x 450 mm rectangular 2 Each
26 26 900 mm side octagon, OR 2 Each
27 27 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Conctete 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. 75 Sqm
28 28 300MM Irrigation Pipe
29 29 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:981997,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\nsubject 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.\n 10 RM
30 30 Brick Masonary in C.M.(1:3) in parapet 1.92 cum
31 31 Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 8 m
32 32 Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications 13.76 sqm
33 33 GST 12% 1 RS
34 34 L.C 1% 1 RS
35 35 Seigniorage Fee 1 RS
36 36 1st Year Maintenance cost 1 Year
37 37 2nd Year Maintenance cost 1 Year
38 38 3rd Year Maintenance cost 1 Year
39 39 4th Year Maintenance cost 1 Year
40 40 5th Year Maintenance cost 1 Year
41 41 GST 12% 1 RS
42 42 L.C 1% 1 RS
43 43 Seigniorage Fee 1 RS
44 44 Bikher Chowk Maksudpur To Kallar Das Ghar Tak(LENGTH-0.410KM)
45 45 Providing & Fixing of Working benchmark/Refrence Pillars 01 nos. per km & 04 Nos. of reference pillars required for 1 Km. as per drawings given and direction of E/I
46 46 Benchmark Pillars 01 nos. per km 1 No
47 47 Refrence Pillars 04 nos. per km 1 No
48 48 Clearing and Grubbing Road Land\nClearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I ( By Manual Means) In area of non-thorny jungle 0.15 Hect.
49 49 Box Cutting :- Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 51.25 Cum
50 50 Construction of Embankment with Material Obtained from Roadway Cutting\nConstruction 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. 30.75 Cum
51 51 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 301.5 533.14 Cum
52 52 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. (Including Royality & Labour Cess). 103.01 Cum
53 53 Granular Sub-base with Well Graded Material (Table 400.1) :- Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (For Grading I Material) 62.52 Cum
54 54 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. 117.62 Cum
55 55 Cement Concrete Pavement M30\nConstruction of un-reinforced, 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 as per drawing and Technical Specification Clause 1501. 250.92 Cum
56 56 Hard Shouldering :- 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 412 205 sqm
57 57 TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES
58 58 Kilometre Stone
59 59 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
60 60 Ordinary Kilometer Stone (Precast) 2 Each
61 61 200 m stone (precast) 2 Each
62 62 (I)Providing and Fixing 'Logo' of MMGSY Project :-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 4 Each
63 63 Retro-reflectorised Traffic Signs :- Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
64 64 600 mm equilateral & triangle 2 Each
65 65 600 mm circular 2 Each
66 66 800 mm x 600 mm rectangular 2 Each
67 67 600 mm x 450 mm rectangular 2 Each
68 68 900 mm side octagon, OR 2 Each
69 69 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Conctete 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. 82 Sqm
70 70 300MM Irrigation Pipe
71 71 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:981997,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.\n 10 RM
72 72 GST 12% 1 RS
73 73 L.C 1% 1 RS
74 74 Seigniorage Fee 1 RS
75 75 1st Year Maintenance cost 1 Year
76 76 2nd Year Maintenance cost 1 Year
77 77 3rd Year Maintenance cost 1 Year
78 78 4th Year Maintenance cost 1 Year
79 79 5th Year Maintenance cost 1 Year
80 80 GST 12% 1 RS
81 81 L.C 1% 1 RS
82 82 Seigniorage Fee 1 RS
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