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Tender For Civil Works - Roads Work -Loharpati To Naya Basti, BAGAHA-Bihar

Rural Works Department has published Tender For Civil Works - Roads Work -Loharpati To Naya Basti. Submission Date for this Tender is 09-07-2020. Road Work Tenders in BAGAHA Bihar. Bidders can get complete Tender details and download the document.




Tender Notice

24794461
Tender For Civil Works - Roads Work -Loharpati To Naya Basti
Open Tender
Indian
Bihar
BAGAHA
09-07-2020

Tender Details

tender for Civil Works - Roads work -Loharpati To Naya Basti

Key Value

Document Fees
INR 10000 /-
EMD
INR 175293.0 /-
Tender Value
INR 87.64 Lakhs /-

BOQ Items

Name of Work: Loharpati to Naya Basti
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Construction of Reference & Working Benchmark as per specification and drawing 200.1 & 200.2 1.14 Per Km.
2 2 Construction of Reference Pillars/Burjees as per specification and drawing 200.1 & 200.2 1.14 Per Km.
3 3 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. 0.34 Hectare
4 4 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 301.5 474.78 Cum.
5 5 Construction of subgrade & earthen shoulders with approved material obtained from borrow pits with all lifts and lead, transporting to site, spreading, grading to required slope and compacted to meet requirement of Tables 300.2 with lead upto 1000m as per Technical Specification Clause 301.4.1 2923.82 Cum.
6 6 Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100m as per Technical Specification Clause 301.5. 1107.82 Cum.
7 7 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 30.98 Cum.
8 8 Construction of granular sub-base by providing well graded material, 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 (For Grading I Material) 867.04 Cum.
9 9 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. 330.25 Cum.
10 10 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 4403.25 Sqm.
11 11 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. 4403.25 Sqm.
12 12 Mix Seal Surfacing with Waste Plastic (Type B) By Mechanical Means- 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 4403.25 Sqm.
13 13 (ii)Ordinary Kilometer Stone (Precast)- 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 2 Each
14 14 (iii)200 m stone (precast)- 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 4 Each
15 15 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 8 Each
16 16 Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 (For culverts) 22.32 Sqm.
17 17 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. 228 Sqm.
18 18 Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 44 /cm ht/letter
19 19 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
20 20 Providing and fixing of typical Maintenance Board 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
21 21 600 mm equilateral triangle- Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting as per drawings and Technical Specification Clause 801 8 No.
22 22 600 mm x 450 mm rectangular- Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting as per drawings and Technical Specification Clause 801 2 No.
23 23 900 mm side octagon- Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting as per drawings and Technical Specification Clause 801 2 No.
24 24 Providing and laying 300 mm Dia RCC Hume pipe NP-3 for irrigation purpose 30 RM
25 25 Planting of Trees and their Maintenance for one Year\nPlanting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 114 Each
26 26 Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification 37.62 cum
27 27 Sand Filling in Foundation Trenches as per drawing and technical specification. 2.86 cum
28 28 Brick Flat Soling in foundation:-- Brick Flat Soling in foundation Trenches as per drawing and technical specification. 28.64 sqm
29 29 Providing PCC Grade M15 for plain/reinforced concrete in open foundations complete as per drawings and technical specifications. 6.17 cum
30 30 Brick Masonary work in cement mortar (1:4) in head wall complete as per drawing and technical specification clause 1109 in cement mortar 1:4 26.51 cum
31 31 Providing and laying 1000 mm Dia RCC pipe NP-3 for culverts on first class bedding of PCC M10 (1:3:6) in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head 7.5 m
32 32 Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications 36.4 sqm
33 33 Providing 1.5 mm cement punning including curing carriage of water with all leads and lifts as per building specification and direction of E/I 13.26 sqm
34 34 Add GST @ 12% 1 Rs.
35 35 Add Cess @ 1% 1 Rs.
36 36 Add Seigniorage Fee 1 Rs.
37 37 Maintenance for 1st year 1 Year
38 38 Maintenance for 2nd year 1 Year
39 39 Maintenance for 3rd year 1 Year
40 40 Maintenance for 4th year 1 Year
41 41 Maintenance for 5th year 1 Year
42 42 Add GST @ 12% 1 Rs.
43 43 Add Cess @ 1% 1 Rs.
44 44 Add Seigniorage Fee 1 Rs.
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