Bodoland Territorial Council Tender
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Costs
EMD
₹ 4,81,000Document Cost
₹ 4,900Tender Fee
Refer Documents
Summary
Construction Of Rcc Box Culvert No.2/1 On Kazigaon Bashbari Road To Monglajhora Under The Head Grants To Btc For Infrastructure Development Fund For The Year 2023-24. (tn_90_15)
Description
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Contact
Tender Id
2024_BTC_37337_1Bid Award Id
ViewTender No
125/ACE/NIT/Infra/BTC/22-23/47Tender Authority
Bodoland Territorial Council ViewPurchaser Address
-Website
http://https://www.bodoland.in/
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BOQ Items
4.1(A) Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on on prepared surface, mixing by mix in to place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(l) For Grading II Material.
414.6
-
-
4.7.III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fll-up the interstices of coarse aggregate, watering and compacting to the required density Gradirg 3 as per Technical Specification Clause 405
(A) By Manual Means
199.76
-
-
6.7(A)(i) Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.
(a) Including Edge block/ Edge restraints.
5622.5
-
-
16.6 Planting of Trees and their Maintenance for three Year (Planting 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 trenches, watering fixing the tree guatrd and maintaining the plants for three year
56
-
-
10.2.A.I. 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 frmly fixed to the ground by means of properly designed foundation with Ml5 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
iv 600mm equilateral triangle
2
-
-
ii 800mm x 600 mm rectangular
2
-
-
10.10 Reiforced 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
ii) Ordinary kilometre Stone (Precast)
1
-
-
ii) 200m Stone (precast)
2
-
-
RCC BOX CELL BRIDGE OF SIZE : 8 CELL X 5.00 M X 5.00 M
11.1 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto n lead of 50 m, dressing of sides nod bottom and backfilling in trenches with excavated suitable material.
I. Ordinary Soil
1195.57
-
-
11.2 Fillling in foundation trenches per drawing and technical specification Clause 305,3.9
I. Sand filling
90.67
-
-
11.4 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification clause 802, 803, 1202 & 1203
B. With natural gravel
l. P.CC M 10 IV. Nominal mix 1:3:6
4.06
-
-
11.4 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 B. With natural gravel
IV. RCC grade M 20
54.5
-
-
11.4 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings md technical specifications Clause 802, 803, 1202 & 1203 B. With natural gravel
III. P.C.C grade M 20
(i) Nominal mix 1:2:4
41.45
-
-
12.5 Plain/reinforced cement concrete in substructure complete drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204
B. With Natural Gravel IV. RCC. grade M 25
(i) For height up to 5m
300.15
-
-
11.7 Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser steel/ Jmdal steel/Shyamsteel/ RINL) in foundation complete as per drawings and technical
1.48
-
-
12.7 Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar I/BISCON/ THERMAX or equivalent)) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
21.12
-
-
12.9 Providing weepholes in brick masonry/stonc masonry, plam/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of towards drawing face complete as per drawing and technical specification Clause 614, 709, 1204.3.7
64
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-
12.10 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
120.06
-
-
13.1 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
B. With Natural Gravel
II. R.C.C M 25
(a) Height up to 5m
144.72
-
-
13.3 Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in superstructure complete as per drawing md technical specifications Clauses 1002, 1010 and 1202
7.29
-
-
13.5 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 B. With Natural Gravel
21.68
-
-
13.6 Consuuction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 as per drawing and technical specifications Clauses 800, 900 and 1208.3
107.6
-
-
14.9 Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 III.Cement concrete grade M 10
84.78
-
-
13.10 Drainage Spout complete as per drawing and Technical specification
16
-
-
Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.
444.6
-
-
BOULDER PROTECTION
11.1 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
I. Ordinary soil
102.48
-
-
Providing and laying boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:4826 in 100mm x 100mm mesh (woven diagenally) including 10 per cent extra for laps and joints laid with stone bouldrs weighing not less than 25 kg each as per drawing and Technical specification Clause 1301.
331.2
-
-
14.6 Providing and laying filter material underneath pitching in slopes complete as per
drawing and Technical Specification Clause 1302.
39.6
-
-
Providing and laying boulder pitching on slopes laid over prepared filter media
as per drawing and Technical Specification Clause 1302
Stone/ Boulder
79.2
-
-
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