Bodoland Territorial Council Tender
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Costs
EMD
₹ 40,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Const. Of Additional Works Of Unloading Ramp, Roof Shed, Icbp Road, Beautification And Misc Works At Fstp Paroura Kokrajhar Under Tied Grant (2nd Installment) For The Year 2022-23 During 2024-25 Under The Award Of 15th Fc
Description
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Contact
Tender Id
2024_BoTC_41220_1Tender No
CHD-62/15th FC/tied/2nd Inst./22-23Tender Authority
Bodoland Territorial Council ViewPurchaser Address
-Website
http://https://www.bodoland.in/
GEM & Bid Advisory Services
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BOQ Items
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Providing and laying interlocking concrete block pavement with M40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.
A) Including Edge Block/Edge Restraints
179.83
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Cement Concrete Pavement
Construction of grannular sub-base by providing well graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator OMC and compacting with smooth wheel roller to achive the desired density complete as per technical specification clause 401.
4.34
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(III) WBM Grading-3
A) By Manual Means
Collecting to be made from Saralbhanga River Quary.
3.26
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Construction of un reinforced, dowel jointed at expansion and construction joint only plain cement concrete pavement, thickness as per design, over a prepared sub hase, with 43 grade cement or any other type as per clause 1501.2.2 M30 grade coarne and fine aggregrette conforming to in 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 butcher using approved mix design, laid in approved fixed side formwork (steel channellaying 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 vibrator and Finished in continuous operation including provision of contraction and expansion construction joints applying debonding strips, primer,sealant, dowelbars,near approaches to bridge/culverts and construction joints, admisture as approved, curing of concrete slabs for 14 days.
6
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Wire Fencing
Dismantling Brick/Tile Work
Dismantling of existing structeres like culverts, bridges, retaining walls and other structeres comprising of brick masonry, including disposal of unserviceable material and stackung the serviceable material with all lift and lead of 1000 m as per technical specification clause 202.
(d) Dry Brick Pitching or Brick Soling.
G.I Barbed Wire Fencing 1.2 m high
17.56
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Providing and fixing 1.2 m high GI barbed wire fencing with 1.8 m RCC posts 150 mm x 150 mm placed every 3 m centre-to-centre founded in M15 grade cement concrete, 0.6 m below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with Gl staples, turn buckles etc. complete as per Clause 1705.
228.6
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Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washer or with G.I. limpet washer filled with white lead.
2
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Aeration and Sedimantation Tank
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m.
All kind of soil.
10.14
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Brick on edge flooring with bricks of class designation 7.5 on a bed of 12mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks:
1:4 (1 cement :4 coarse sand).
8.64
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Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering- All work up to plinth level
1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40mm nominal size).
0.65
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Filling available excavated earth (excluding rock) in trenches, plinth. sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
5.82
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level
Thermo-Mechanically Treated bars of grade Fe-500D or more.
164.27
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Centering and shuttering including strutting, propping etc and removal of form for :
Foundations, footings, bases of columns, etc for mass concrete.
10.08
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement All work up to plinth level:
1:1.5.3 (1 cement: 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
1.02
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Columns, Pillars, Piers, Abutments, Posts and Struts.
6.6
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Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Size of RHS 50 x 25 x 2.9mm
372.7
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Providing corrugated G.S. sheet roofing including vertical/curved surface fried with polymer coated Jor L hooks, bolts and nuts 8 mm diameter with bitumen and G. Impet washers or with G.1. limpet washers filed with while lead, including a coat of approved steel primar and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal vertical or curved surfaces), excluding the cost of purtina, rafters and trusses and including cutting to size and shape wherever required 12.1.2.0.80 mm thick with zinc coating not less than 275 gm/m²
1.00 mm thick with zinc coating not less than 275 gm/m²
22.8
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Providing and laying in position coment concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:
1:1½3 (1 Cement. 1½ coarse sand (zome-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
3.16
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Submersible Pump 2HP (Cronpton).
1
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UPVC pipe dia 1.25 inch
30.48
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PVC Pipe
102.11
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Painting Two Coats on New Concrete Surfaces
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall to prepare the surface even and smooth complete.
765.29
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Construction Ramp
Excavation in Ordinary Soil
(i) Excavation in Cutting in Soil by manual means with lead upto 50 m
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 (Manual method should be adopted where machines can not be deployed due to site condition).
All kinds of soil.
1.15
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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 rolling the same with three wheel road roller 80-100 KN as per Technical Specification Clause 412.
13.53
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Providing concrete for plan/theinforced concrete in opan foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
A With crushed Stone
1 P.C.C grade M 10
Nominal mix 1:3.8 (Hand mixing)
0.58
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Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specification clauses 600, 900 and 1208.4
5.33
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Filling in foundation trenches as per drawing and technical specification Clause 305.3.9
ii) Earth Filling
5.43
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Construction of un reinforced, dowel jointed at expansion and construction joint only.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 aggregrette 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 vibrator and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowelbars, near approaches to bridge/culverts and construction joints, admixture as approved, curingof concrete slabs for 14 days.
1.69
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Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved materal obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compected to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1
i) Private Land.
0.55
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Excavation for Structures
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.
226.68
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M.S Stair
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
841.51
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Semi-Reflective Traffic signs
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per.
3.66
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Plantation
Tree
Providing and fixing M.S. flat iron tree guard 60 cm dia and 2 m high, above ground consisting 4 nos 25 x 6 mm, 2.25 m long and 8 nos 25 x 3 mm 2 m long verticals M.S. flats, riveted to 3 nos 25 x 6 mm M.S. flat iron rings in two halves, fixing together at site with required six numbers of 8 mm dia and 30 mm long bolts, including painting two coats with synthetic enamelpaint of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD/PWD/any other approved name. The tree guard shall be suitably fixed to the ground byembedding four legs of tree guard in pits of suitable dia and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction and direction of Officer-in-charge.
45
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Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20%: 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately)
Holes 60 cm dia, and 60 cm deep.
140
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Providing and Stacking of Lemon grass of ht. 30cm with multi branches in Poly bag of size 20cm. as per direction of the officer-in-charge.
50
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Providing and stacking of Foxtail palm of ht. 180-210 cm bottom girth 25-30 cm well developed in big size HDPE bags as per direction as per direction of the officer-in-charge.
45
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Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big Poly bags of size 25cm as per direction of the officer-in-charge.
9
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Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20%: one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately.
33.39
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Providing and stacking of Mussaenda erythrophylla (Rosea) of height 60-75 cm. multi branched in earthen pots of size 25 cm as per direction of the officer-in-charge.
400
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Wall Paint
Painting work on wall by professional artist.
113.12
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Septic Tank
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 in in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lifl upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.
All kinds of soil.
9.6
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1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources).
0.32
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Steel reinforcement for R... Work inluding sraitaning, leaning utting and bending to proper shape plaing in position and binding up to plinth level. 5.22.6. TMT bar Fe500D or more.
Mild steel and Medium Tensile steel bars.
74.18
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1:2:4 (1 cement: 2 course sund (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size de rived from natural sources).
0.6
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand)
4.13
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15 mm thick cement plaster in single coat on rough side of single or half brick wall
1:4.(1 Cement: 4 Coarse Sand)
c) In cement mortar 1:5
16.5
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Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
1
-
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Construction of Boundary Wall around the Faecal Sludge Treatment Plant. (Length= 25.00m)
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.
21.6
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Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.
14.4
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources).
1.08
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-
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.1 Mild steel and Medium Tensile steel bars.
301.08
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22A.1 Mild steel and Medium Tensile steel bars.
185.19
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Centering and shuttering including strutting, propping etc and removal of form work for :
4.3.1 Foundations, footings, bases for columns.
41.3
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Lintels, beams, plinth beams, girders, bressumers and cantilevers.
20.25
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 5.1.3 1:2:4 (1 cement: 2 course sund (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size de rived from natural sources).
5.58
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
1.82
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Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : 1:4 Cement mortar.
40.5
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12 mm cement plaster of mix :
1:6 (1 cement: 6 coarse sand) on fair side
52.5
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15 mm cement plaster on rough side of single or half brick wall of mix :
1:6 (1 cement: 6 coarse sand)
52.5
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Finishing walls with water proofing cement paint of required shade :
New work (Two or more coats applied @3.84 kg/10 sqm)
105
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