Bodoland Territorial Council Tender
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Costs
EMD
₹ 4,85,200Document Cost
₹ 4,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_BTC_36714_1Bid Award Id
ViewTender No
No. ACE-150/PWD/NIT/GoodwillTender 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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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork (p) With plasticiser (Masterplast PL -1/SPL-2 or equivalent ). air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999.
A) Well curb
RCC M-25 Grade
Case-I Using concrete mixer
57.11
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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork (p) With plasticiser (Masterplast PL -1/SPL-2 or equivalent ). air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999.
A) Well Curb
v)RCC M25 Grade
Case-I Using concrete mixer
490.15
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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork (p) With plasticiser (Masterplast PL -1/SPL-2 or equivalent ). air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999
C) Bottom Plugging
V) PCC M-30 Grade Case-I Using concrete mixer
146.55
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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork (p) With plasticiser (Masterplast PL -1/SPL-2 or equivalent ). air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999
E) Top Plugging C) Grade -M-25 PCC
Case- I Using concrete mixer
19.64
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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork (p) With plasticiser (Masterplast PL -1/SPL-2 or equivalent ). air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999
F) Well Cap
ii) RCC Grade M-25 Case- I Using concrete mixer
117.17
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Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level `
B) Sandy sail (7m dia well) (i) depth below bed level upto 3.0m.
6
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Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level B) Sandy sail (7m dia well) (ii) Beyond 3m upto 10m depth
14
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Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level B) Sandy Soil (7m dia well) (iii) Beyond 10m upto 20m depth (a) For sinking .
10
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Sand filling in wells complete as per drawing and technical specifications as per MoRT&H section No. 1207.
479.15
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Reinforcement in foundation:
Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation cpmplete as per drawing and technical specifications TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/SAIL/Esser Steel/Jindal panther steel/ Shyam steel or equivalent)
31.69
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Sub Structure
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification and steel shuttering formwork (P). With plasticiser (Masterplast PL-1/SPL-2 or equivalent) air entraining and water reducing plasiciser (Masterplast ACPL or equivalent) conforming to IS-9103-1999
G) RCC Grade M-30
b) Height 5m to 10m
Case-l Using Concrete Mixer
122.89
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Supplying, fitting and placing conforming to IS:1786 TMT reinforcement bar Fe-500 from primary producer like TATA/SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/RINL etc. in Sub-Structure complete as per drawing and technicalspecification TMT - IS 1786 (Fe-500 D) from Primary Producer like TATA/SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/RINL etc.
10.67
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Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
106920
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
A. Granular material
472.9
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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 as per drawing and Technical specification.
40
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RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed.
(b) 15 cm dia. RCC guard post with reinforcement of 4 nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.
60
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Super Structure
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork . (P). With Plasticiser (Masterplast PL-1/SPL-2 or equivalent ) air entraining and water reducing plasiciser ( Masterplast PAE or equivalent and accelerating plasticiser) (Masterplast ACPL or equivalent) conforming to IS-9103-1999
Without plasticiser
RCC Grade M-25
Using Batching Plant, Transit Mixer and Concrete Pump
Height 5m to 10m
114.5
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Reinforcement in Super Structure: Supplying, fitting and placing conforming to IS:1786 TMT reinforcement bar Fe500 from Primary Producer like (TATA/ SAIL/SHYAM STEEL Esser/ STEEL/JINDAL STEEL/RINL etc.in super-structur complete as per drawing and technical specifications
(a) TMT-IS 1786 ( Fe-500 D) from Primary Producer like (TATA/ SAIL/SHYAM STEEL/ESSER STEEL/ JINDAL STEEL/ RINL etc.
17.59
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications Clauses 800, 1206.3
A) With Crushed Stone
14.24
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Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.
66.64
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Strip Seal Expansion Joint Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation
15
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Drainage Spouts complete as per drawing and Technical specification
11
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Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department.
30
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Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )
B) For RCC Railing
264
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(B) PROTECTION WORK:
Boulder Appron laid in
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 40 kg each .
384.17
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
184.95
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
A. Stone/Boulder
369.9
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(C) Roads Works:
Clearing and Grubbing Road Land 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.
(i) By Manual Means (a) In area of non thorny jungle
0.32
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Construction of Embankment with Material Obtained from Borrow Pits
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 pg q p 1000 m as per Technical Specification Clause 301.5
(i) Private Land
7138.45
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Construction of Subgrade and Earthen Shoulders 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 lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private Land
751.33
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Granular Sub-base with Well Graded Material (Table 400.1) 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.
(A) By Mix in Place Method
(ii) For Grading II Material
174.38
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Water Bound Macadam Sub-base/base (II)WBM Grading 2 Using stone screening Type-B 11.2 mm for Gr.II 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 hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
(A) By Manual Means
87.19
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Water Bound Macadam Sub-base/base
(III) 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
87.19
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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
1162.5
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Tack Coat iii) 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
1162.5
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Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5% 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.508. 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.) (ll) With rock dust as filler ( refer table 500-9 of MoSRT&H specification) (A) With 60/70 or VG-30 gade bitumen
(ii) for Grading ll (19 mm nominal size)
34.88
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Traffic Signs
(A) Retro-reflectorised Traffic Signs
(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 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
(ii) 600mm equilateral triangle
4
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Direction and Place Identification signs with size more than 0.9 sqm size board
A) Retro-reflectorised Traffic Signs (ii) Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
1.35
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RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed.
(b) 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.
80
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