Bodoland Territorial Council Tender
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Costs
EMD
₹ 7,41,400Document Cost
₹ 7,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_BTC_37671_1Bid Award Id
ViewTender No
No. ACE-106/PWD/IFB/PT-I/Tender Authority
Bodoland Territorial Council ViewPurchaser Address
-Website
http://https://www.bodoland.in/
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BOQ Items
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(A) By mix in place method -construction of granular sub base by providing well graded material, spreading in unifrom layers with motor grader on prepare surface, mixing by mix in place method with rotavator at OMC,and compacting with smooth wheel roller to achieve the desired destiny, complete as per technical specification clause 401. (ii)For Grading Material (Gr-II)
202.03
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Providing , laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in unifrom 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
Using stone screening Type-B 11 2mm for Gr III
100.85
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Providing and laying interlocking concrete block payment (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage .
A) including Edge block/Edge restraints
1381.8
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Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on amild steel angle iron post 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawing and technical specification Clause 801.
600mm equilateral triangle
2
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Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on amild steel angle iron post 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawing and technical specification Clause 801.
600mm circular
2
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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
1
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Planting of trees and their Maintenance for three year (planting of trees by the road side (Avenue trees ) in 0.60 m dia holes, 1m 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.
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 M15 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 2nos. reflective band of desired shade etc. complete as per design and as directed. (b)15cm dia. RCC guard post with reinforcement of 4 nos. 12mm dia TMT main steel bars and 6mm TMT/MS stirrups at 15cm c/c.
80
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(B) Cd Work: Construction of RCC Bridge (2 x 24.75M), 1 No.
Excavation for Structures (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.
I. Ordinary soil
A. Manual Means
(I) Without dewatering
(i) upto 3 m depth
1023
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Excavation for Structures (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.
I. Ordinary soil
A. Manual Means
(I) Without dewatering
(ii) 3.00 m to 6.00 m depth
1044
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Providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. Well complete as per clause 1203.2 of MoRT&H specifications .
Assuming depth of water 4.0 m and height of island 4.5 m.
1
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Providing and constructing one span service road to reach island location from one pier location to another pier location
50
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Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and as per Clause 1200 & 1900 of MoRT&H Specification .
3.78
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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 M25 Grade
Case- I Using concrete mixer
81.77
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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
B) Well staining
v) RCC M25 Grade
Case- I Using concrete mixer
832.63
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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
Bottom Plugging
(vi) PCC M30 Grade
Case-I Using concrete mixer
201.09
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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 v) Grade- M-25 PCC
Case-I Using Concrete Mixer
25.92
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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 v) RCC Grade M-30
Case- I Using Concrete Mixer
151.1
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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) `Clayey soil ( 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) `Clayey soil ( 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) `Clayey soil ( 7m dia. Well ) (iii) Beyond 10m upto 20m depth (a) For sinking
14
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Sinking of 6 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
rekonewedfrom bed level , B) `Clayey soil (6m dia Well ) (i) Depth below bed level upto 3.0 m .
3
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Sinking of 6 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
rekonewedfrom bed level , B) `Clayey soil (6m dia Well ) (ii) Beyond 3m upto 10m depth
7
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Sinking of 6 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
rekonewedfrom bed level , B) `Clayey soil (6m dia Well ) (iii) Beyond 10m upto 20m depth (a) For sinking
9
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Sand filling in wells complete as per drawing and technical specifications as per MoRT&H section No. 1207 .
757.36
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Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete 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)
44.87
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Structure
Plain/Reinforced cement concrete, in open 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.
(G) RCC Grade M-30
b) Height 5m to 10m
Case-I Using Concrete Mixer
233.72
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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 technical specifications TMT-IS 1786 ( Fe-500 D) Primary Producer like TATA/ SAIL/SHYAM STEEL/ESSER STEEL/Jindal STEEL/RINL etc.
15.83
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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 1MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
213840
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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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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 plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999.
Without Plasticiser
B. RCC Grade M25
Using Batching Plant, Transit Mixer and Concrete Pump
b) Height 5m to 10m
229
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Reinforcement in Super Structure: Supplying, fitting and placing conforming to IS:1786 TMT reinforcement bar Fe500 Primary Producer like TATA/ SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/RINL etc.in super-structure complete as per drawing and technical specifications.
TMT-IS 1786 ( Fe-500 D) Primary Producer like TATA/SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/RINL etc.
35.18
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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
28.49
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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.
133.28
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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 .
22.5
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Drainage Spouts complete as per drawing and technical specification .
22
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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 mmx100mm 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.
50
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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. )
(ii) For RCC Railing
264
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Type- A, "W" Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause 810.)
200
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PROTECTION WORKS
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
386.92
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
166.11
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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
332.21
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Utility Shifting
0.4
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