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.
Costs
EMD
₹ 9,97,200Document Cost
₹ 10,000Tender 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_34884_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
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
C. BASES AND SUB-BASES COURSES ((NON-BITUMINOUS)
(A) By Mix in Place Method. 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
G.S.B. Gr-II (150mm)
716.19
-
-
Water Bound Macadam (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/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 II) Grading III
b) Using Screening Type - A (13.2mm Agg.)
W.B.M.- III (75 mm)
343.09
-
-
D. SURFACE COURSE (ICBP)
Providing and laying interlocking concrete block pavement with M40 having thickness 80mm as per technical specification clause 1504 complete including carriage. ICBP. (80 mm)
4431.95
-
-
E. SIGN BOARD, TRAFFIC SIGN, & TRAFFIC SAFETY WORK.
Retro-reflectorised 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 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) 60 cm equilateral triangle
14
-
-
(iii) 60 cm circular
4
-
-
(v) 60 cm x 60 cm Square
2
-
-
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
-
-
Kilometre Stone (Reinforced 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 Kilometer Stone (Precast)
2
-
-
(iv) 200 m stone (precast)
5
-
-
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
200
-
-
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
334
-
-
(B) C.D. WORKS: Construction of RCC Box Cell Culvert: L-7.50m , 2 Nos.
Size-3.00m x 3.00m Box, 1 Cell Culvert: (L- 7.50 m).
Earthwork 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 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 m depth
160.42
-
-
Sand Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
15.73
-
-
PCC 1:3:6 in Foundation. Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.
A. With Crushed Stone:
i) PCC Grade M10
(i) Nominal Mix 1:3:6
4.16
-
-
PCC 1:2:4 in foundation. 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) PCC Grade M20
(i) Nominal Mix 1:2:4
7.07
-
-
Plain/reinforced cement concrete in sub-structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204
A With Crushed Stone
iv) RCC Grade M 25
i) Height upto 5m
60.57
-
-
Providing & Laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 & 1205.5
A) With crushed stone
(iv) RCC Grade M 25
(a) Height up to 5m
21.09
-
-
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in sub structrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
3.53
-
-
Supplying, fitting and placing TMTTMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in super structrue complete as per drawings and technical specification Clauses 1002, 1010 and 1202.
1.23
-
-
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:
3.93
-
-
Providing weepholes in brick masonry/stone masonry, 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
8
-
-
Back filling behind abutment, wing wall and return wall complete as per drawings and Technical specification Clause 1204.3.8
A. Granular Materials
138
-
-
Providing and laying curtain walls complete as per drawing and technical specification Clause 1304
iii) Cement concrete grade M10
16.98
-
-
Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 25 kg beyond curtain wall
45.5
-
-
Construction of temporary Bamboo bridge of 3.70m clear road way with Bholuka or Barua Bamboo post 5nos. in each rows driven at least180cm. below ground level and rows not more than 150cm apart from center to center Bholuka or Barua Bamboo dham longitudinal groth both closely placed and tied with half bamboo 90cm to 120cm apart in both layers and ttwo layers of jati bamboo chattais ( top layer should be digonally woven), 70 mm to 100 mm thick brushwood in between chattias should be tied with half jati bamboo on both ends, bamboo railing with bholuka or barua bamboo post placed at150cm apart jati or betua bamboo hand rails of two lines both side of every alternate rows.All tying must be done with cane or coir string and only mature bamboo should be used in work.
6
-
-
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
49.52
-
-
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
Rate as per Analysis-
Qnty as per Protection Calculation
i) Embankment Protection from Ch 1000.00 to 1070.00 m.
258.3
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
i) Boulder
Rate as per Analysis-
Qnty as per Protection Calculation
i) Embankment Protection from Ch 1000.00 to 1070.00 m.
203.73
-
-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
Rate as per Analysis-
Qnty as per Protection Calculation
i) Embankment Protection from Ch 1000.00 to 1070.00 m.
82.18
-
-
(B) RCC Pile Bridge, Length=2 x 21.75m
Dismantling.
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.
40
-
-
Foundation
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) With out dewatering
i) upto 3 m depth
1023
-
-
ii) 3 m to 6 m depth
1044
-
-
Well Foundation
Providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. Well. B) Depth of water 4.0 m and height of island 4.50 m
1
-
-
C) Providing and constructing one span service road to reach island location from one pier location to another pier location
70
-
-
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 MORTH Specifications.
3.78
-
-
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork.
A) Well Crub ii) RCC M- 25 Grade
Case I. Using Concrete Mixer
88.19
-
-
B) Well Steining v) RCC M- 25 Grade
Case I. Using Concrete Mixer
923.75
-
-
C) Bottom Plug ii) PCC M- 25 Grade
Case I. Using Concrete Mixer
206.24
-
-
E) Top Plug Concrete iii) PCC Grade M- 25
Case I. Using Concrete Mixer
25.92
-
-
F) Well Cap ii) RCC M- 25 Grade
Case I. Using Concrete Mixer
157.02
-
-
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. A. Sandy soil i) Depth below bed level upto 3.0 M
3
-
-
ii) Beyond 3m upto 10m depth
7
-
-
iii) Beyond 10m upto 20m
10
-
-
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
. Sandy soil i) Depth below bed level upto 3.0 M
6
-
-
ii) Beyond 3m upto 10m depth
14
-
-
iii) Beyond 10m upto 20m
14
-
-
Sand filling in wells complete as per drawing and technical specifications as per MORTH Section no 1207.
852.42
-
-
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
48.65
-
-
Sub Structure
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork as per MORTH Section no 1500,1700 & 2200
P. Without plasticiser F) RCC Grade M-25
b) Height 5m to 10m Case II. using Concrete Mixer
181.78
-
-
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
17.41
-
-
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 with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification
40
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granular material
472.9
-
-
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.
161280
-
-
Super Structure
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. N) Without Plasticiser
B) RCC M-25 Grade. Case II. Using Batching Plant, Transit Mixer and Concrete Pump
ii) For T-beam & slab.
b. Height upto 5.0 m
191
-
-
Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
29.76
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
25.11
-
-
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.
121.28
-
-
Drainage Spouts complete as per drawing and Technical specification clause 1209 of MORTH
22
-
-
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
-
-
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
18.6
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
9.3
-
-
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
-
-
Protection Work
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
515.86
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
A. Stone/Boulder
316.88
-
-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
105.63
-
-
Metal Beam Crash Barrier, 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
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements