Bodoland Territorial Council Tender
BidAssist is a very user-friendly website which helps in finding the specific Assam e-tender that one is looking for. For getting any information or detail about any e-tender the Assam government must have posted, BidAssist is designed in such a manner so as to provide information on all government tenders in one place without any inconvenience.
Bodoland Territorial Council - BTC Tender
Civil And Construction
Road Construction
Eprocure
Opening Date9 Nov 2023
Closing Date1 Dec 2023
Tender Amount₹ 6,84,89,562
Costs
EMD
₹ 13,69,791Document Cost
₹ 13,700Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_BTC_33746_1Bid Award Id
ViewTender No
ACE-150/PWD/NIT/Goodwill/23-24Tender Authority
Bodoland Territorial Council ViewPurchaser Address
-Website
http://https://www.bodoland.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Construction of embankment with materials 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.
(i) From Private Land.
2237.65
-
-
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 a lead upto 1000 m as per Technical Specification Clause 303.1.
(i) From Private Land.
659.63
-
-
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 smooth wheel roller to
achieve the desired density, complete as per Technical Specification Clause 401.
(ii) For Grading II Material.
1600.55
-
-
WBM Grading 3
Using stone screening Type-B 11.2 mm for Gr.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 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.
(A) By Manual Means.
1528.63
-
-
Inter locking concrete Block Pavement
Providing and laying interlocking concrete block pavement with M40 having thickness 80mm as per technical specification clause 1504.
A) Including Edge block/ Edge restraints
33539.3
-
-
Prime Coat
i) 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
10851.5
-
-
Tack Coat
i) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hubgry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
10851.5
-
-
Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth heeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)
I With hydrated lime/ cement as filler (refer table 500-9 of MoSRT&H specification)
A With 60/70 or VG-30 grade bitumen
(ii) for Grading II (19 mm nominal size)
651.09
-
-
Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)
I. With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification).
A With 60/70 or VG-30 grade bitumen
325.55
-
-
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 and conforming to the MoSrt&H specifications.
600
-
-
Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
3825
-
-
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 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.
600cm equilateral triangle
25
-
-
600mm circular
16
-
-
800mm x 600mm rectangular
8
-
-
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 mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
102
-
-
Providing and fixing of typical PMGSY 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
-
-
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
486
-
-
(B) CD Work: Const. of 3 cell box culvert
3 Cell Box Culvert (3 x 5.00 x 5.00) 1 No.
Earth work in excavation of foundation for structures as per drawing and technical specifications Clause 1104 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.
I. Ordinary soil
(i) Depth Upto 3.00 m.
467.81
-
-
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
A With crushed Stone
I P.C.C grade M 10
Nominal mix 1:3:6
45.82
-
-
Plain/reinforced cement concrete in sub-structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.
A. With Crushed stone
II. PCC Grade M-20
(i) Nominal mix 1:2:4
74.94
-
-
Plain/reinforced cement concrete in sub-structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.
A. With Crushed stone
IV. RCC Grade M-25 for height upto 5.00m
107.54
-
-
Providing and laying reinforcement cement concrete in super-structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5.
A. With Crush stone.
IV. RCC grade M25 fro height upto 5.00m
43.99
-
-
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
11.81
-
-
Construction 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 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
23
-
-
Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
A. With Crushed stone.
7.01
-
-
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
81.6
-
-
(C) CD Work: Const. of 2.00 m span slab culvert, 1 No.
Earth work 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
(i) Upto 3.00 m depth
84.89
-
-
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
A. With Crushed stone.
I. P.C.C grade M 10
(i) Nominal mix 1:3:6
9.18
-
-
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
A With Crushed Stone
III. P.C.C grade M 20
Nominal mix 1:2:4
96.22
-
-
Providing and laying reinforced cement concrete in super-structure as per drawings and technical specification Clauses 800, 1205.4 and 1205.5
A. With Crushed stone
III. RCC Grade M-20
(I) For nominal mix 1:2:4
a) Height upto 5 M
8.55
-
-
Drainage spouts complete as per drawing and technical specifications Clause 1209
2
-
-
Filler Joint
IV) Providing and filling joint sealing compound as per drawing and technical specifications with coarse sand and 6 per cent bitumen by weight.
12
-
-
Supplying, fitting and placing TMT bar reinforcement in super-structrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202.
0.81
-
-
Providing weep holes in brick masonry/stone masonary, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
60
-
-
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
A. With Crushed Stone.
1.1
-
-
(D) CD Work: Const. of 1000 dia HP Culvert, 1 No.
Earth work in excavation of foundation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps 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
(i) Upto 3.00 m depth
16.8
-
-
Bedding of pipe
Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
3.67
-
-
PCC 1:3:6 in foundation
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
1.68
-
-
Providing and Laying RCC NP3 in Single Row
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
(B) 1000 mm dia
7.5
-
-
Brick masonry work in cement mortar in foundation of Head Wall excluding pointing and plastering as per drawing and technical specifications Clauses 1109.
I. Brick masonry in 1:3 cement mortar
16.26
-
-
Brick masonry work in cement mortar in substructure complete excluding pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204.
I) Brick masonary in 1:3 Cement Mortar.
3.03
-
-
Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification.
36.02
-
-
(E) CD Work: Const. of 600 dia HP Culvert, 1 No.
Earth work in excavation of foundation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps 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
(i) Upto 3.00 m depth
14.53
-
-
Bedding of pipe
Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
3.69
-
-
PCC 1:3:6 in foundation
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
1.45
-
-
Providing and Laying RCC NP3 in Single Row
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
(B) 1000 mm dia
7.5
-
-
Brick masonry work in cement mortar in foundation of Head Wall excluding pointing and plastering as per drawing and technical specifications Clauses 1109.
12.39
-
-
Brick masonry work in cement mortar in substructure complete excluding pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204.
2.67
-
-
Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification.
32.13
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements