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Tender For Civil Works - Bridge Construction - T07-Nh - 327E Nashimganj Chowk Se Bhoradah Bagicha Hote Huercc Bridge At T07-Nh - 327E Nashimganj Chowk Se Bhoradah Bagicha Hote Hue Ch-2 . 25 Km, KISHANGANJ-Bihar

Rural Works Department has published Tender For Civil Works - Bridge Construction - T07-Nh - 327E Nashimganj Chowk Se Bhoradah Bagicha Hote Huercc Bridge At T07-Nh - 327E Nashimganj Chowk Se Bhoradah Bagicha Hote Hue Ch-2 . 25 Km. Submission Date for this Tender is 18-01-2021. Bridge Work Tenders in KISHANGANJ Bihar. Bidders can get complete Tender details and download the document.




Tender Notice

26582663
Tender For Civil Works - Bridge Construction - T07-Nh - 327E Nashimganj Chowk Se Bhoradah Bagicha Hote Huercc Bridge At T07-Nh - 327E Nashimganj Chowk Se Bhoradah Bagicha Hote Hue Ch-2 . 25 Km
Open Tender
Indian
Bihar
KISHANGANJ
18-01-2021

Tender Details

tender for Civil Works - Bridge Construction - T07-Nh - 327E Nashimganj Chowk Se Bhoradah Bagicha Hote Huercc Bridge At T07-Nh - 327E Nashimganj Chowk Se Bhoradah Bagicha Hote Hue Ch-2 . 25 Km

Key Value

Document Fees
INR 10000 /-
EMD
INR 173478.0 /-
Tender Value
INR 86.73 Lakhs /-

BOQ Items

Name of Work: PROPOSED RCC BRIDGE AT T07-NH - 327E NASHIMGANJ CHOWK SE BHORADAH BAGICHA HOTE HUE CH-2.25 KM UNDER BAHADURGANJ BLOCK
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
2 2 Upto 3.000 M Depth 627.06 Cum
3 3 Upto 3.000 M Depth (Extra 5% Cost for Dewatering) 627.06 Cum
4 4 3.000 M to 6.000 M Depth 57.19 Cum
5 5 3.000 M to 6.000 M Depth (Extra 7.5% Cost for Dewatering) 57.19 Cum
6 6 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres 46.8 Cum
7 7 Sand Filling in Foundation Trenches as per Drawing & Technical Specification 103.66 Cum
8 8 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications M-15 48.85 Cum
9 9 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications M-30 119.85 Cum
10 10 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. 13.42 MT
11 11 Carrying out the confirmatory boring for soil investigation for foundation as per clause 2400 of MORT&H Specification. 3 Nos
12 12 Upto 5 m Hieght 44.87 Cum
13 13 Upto 5 m Hieght 12.71 Cum
14 14 Providing Weep Holes in Abutment Cap with 100mm dia AC Pipe:-- Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. 46 No
15 15 Supplying, fitting and placing HYSD Bar reinforcement in substructure complete as per Drawing and Technical Specification. 10.95 Mt
16 16 Back filling behind abutment, wing wall and return wall, complete as per Drawing and \technical Specification.(Sandy Material ) 149 Cum
17 17 Providing and laying of filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in CI. 2504.22 of MORTH Specification of not less than 600mm behind abutment, wing and return wall to the full height compacted. 42.17 Cum
18 18 Beyond 5 m and upto 10m Hieght (Solid Slab) 83.66 Cum
19 19 Providing HYSD Bar in all types of RCC work:-- Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications . 11.77 MT
20 20 Wearing Coat :-- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications 12.91 Cum
21 21 Providing RCC M30 Grade In Railing:-- Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. 48.2 M
22 22 Providing PCC M15 grade Below Approach Slab:-- PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification 8.03 Cum
23 23 Providing PCC / RCC M30 in Approach Slab:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification 16.07 Cum
24 24 Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ IL per sq.m. 1000 Sqm
25 25 Numbering & writing Bridge details with 2 coats of enamel paint of approved shade & make including cost of all materials, labour, tools etc. as per SOR Item 8.3 3000 Each Letter X 10Cm Ht
26 26 Providing and Painting of flood gauge on substructure to full height and 500mm wide including cost of all materials, labour, tools etc. 1 L.S
27 27 Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 1.8 Sqm
28 28 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 301.5 434.85 cum
29 29 Granular sub base Gr-I with close graded material as per MORTH CL. 401. 16.88 cum
30 30 Laying Reinforced Cement Concrete Pipe NP3 / Prestressed Concrete Pipe on First Class Bedding . 20 Rm
31 31 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. 230.85 Cum
32 32 Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per Drawing & Technical Specifications. SOR Item-15.4A (Ref. MORTH CI.2504) 45.37 Cum
33 33 Providing and laying filter materials underneath pitching in slopes complete as per Drawing & Technical Specifications. SOR Item-15.5 15.16 Cum
34 34 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. 132.9 Cum
35 35 Providing PCC M-15 Plain/Reinforced cement concrete in Foundation complete as per drawing and Technical Specifications 127.02 Cum
36 36 Supplying, fitting and placing HYSD Bar reinforcement in Foundation complete as per Drawing and Technical Specification. 1.55 MT
37 37 Providing Weep Holes in Abutment Cap with 100mm dia AC Pipe:-- Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. 28 No
38 38 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. 0.04 Hect.
39 39 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 301.5 976.49 Cum
40 40 Construction of sub-grade with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 169.43 Cum
41 41 Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401. (Grading-I) 81.6 Cum
42 42 Water Bound Macadam :- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grade - III 29.25 Cum
43 43 Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. 390 Sqm
44 44 Providing and applying Tack coat with bitumen emulsion as per T.S Clause 503 & Direction of E/I. 390 Sqm
45 45 Mix Seal Surfacing - Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 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 509 390 Sqm
46 46 Providing boundary pillars and F.I Posts as per S.O.R. Item 8.16, MORTH CL. 806. 48 Each
47 47 ADD FOR LABOUR CESS @ 1% 1 RS.
48 48 ADD FOR GST @ 12% 1 RS.
49 49 ADD SEIGNIORAGE FEE 1 RS.
50 50 Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per Drawing & Technical Specifications. 4.54 Cum
51 51 Providing and laying filter materials underneath pitching in slopes complete as per Drawing & Technical Specifications. 1.52 Cum
52 52 Providing PCC / RCC M30 in Approach Slab:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification 3.21 Cum
53 53 Wearing Coat :-- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications 2.58 Cum
54 54 FIRST YEAR 1 Rs.
55 55 SECOND YEAR 1 Rs.
56 56 THIRD YEAR 1 Rs.
57 57 FORTH YEAR 1 Rs.
58 58 FIFTH YEAR 1 Rs.
59 59 ADD FOR LABOUR CESS @ 1% 1 RS.
60 60 ADD FOR GST @ 12% 1 RS.
61 61 ADD SEIGNIORAGE FEE 1 RS.
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