Bodoland Territorial Council Tender
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Costs
EMD
₹ 13,15,788Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction of RCC Bridge over Polla River at Bhakuamari
Description
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Contact
Tender Id
2018_BTC_7341_2Bid Award Id
ViewTender No
ACE40/TECH/AFFC/Baksa/18-19/13Tender Authority
Bodoland Territorial Council ViewPurchaser Address
-Website
http://https://www.bodoland.in/
GEM & Bid Advisory Services
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BOQ Items
Construction of embankment with material obtained from borrow pits,Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause (a) From private land
41624.7
-
-
Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of Table 300.2 with lead upto 1000m as per technical specification clause. ) (a) From private land
13103.45
-
-
Construction of granular sub-base by Providing well graded material, spreeding in uniform layers with by tractor with grading attachment 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 cl. 401 .
(ii) for grading II Material
2269.13
-
-
Water Bound Macadam Providing, laying, spreading and compacting stone aggregate of specific size toWBM specification including spreading in uniform thickness, hand packing rolling with three wheel 80-100kN static roller in stages to proper grade and camber applying and brooming, stone screening/bindingmaterials to fill up the inter slices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause.
2) Grading-II (A) By manual Means
850.92
-
-
Providing, laying, spreading and compacting stone aggregate of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with three wheel 80-100kN static roller in stages to proper grade and camber applying and brooming, stone screening/bindingmaterials to fill up the inter slices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause.
3) Grading-III (A) By manual Means
850.92
-
-
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. B(ii)with 60/70 or VG -30 grade bitumen for GradingII(10 mm nominal size)
283.64
-
-
Retro reflectorised Traffic sign:
Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)
90cm equilateral traingle
10
-
-
60cm equilateral traingle
3
-
-
60cm circular
5
-
-
80cmm x 60 cm rectangular
5
-
-
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
ii) Ordinary Kilometer stone (Precast)
3
-
-
iii) 200th meter stone (Precast) as per IRC:26-1967.
11
-
-
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. ( As per Detail estimate )
600
-
-
Providing and fixing of road stud 100 x 100 mm dia 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 as s
1200
-
-
Labour for dismantling all members of the timber bridge (except piles) and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the Department.) scarfing and joining piles 25cm to 30cm dia dressed to heartwood 90cm. In length including supplying, fitting and fixing with 2 nos. of 50mm x 10 mm MS FI clamps and 16mm dia MS bolts and nuts etc. complete as directed
(Refer to quantity estimation)
65
-
-
Earth work in excavation of foundation of structures as per drawings & technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.
I. ordinary soil
A. manual means
(a) without dewatering
(ii) 3m to 6m depth
832.19
-
-
Well Foundation Well Foundation. Providing and constructing temporary Island 16 m diameter for construction of well foundation for 8 m dia well.complete as per clause 1203.2 of MORTH specifications.B. Assuming Depth of water 4.0 m and height of islnd 4.5 m
2
-
-
Providing and constructing one span service road to reach island location from one pier location to another pier location
25
-
-
Providing and laying of cutting edge of mild steel weighing 40 K.G. per meter for Well foundation complete as perv drawing and as per clause 1200 &1900 of MORTH specifications
4.68
-
-
Providing and laying of cutting edge of mild steel weighing 40 K.G. per meter for Well foundation complete as perv drawing and as per clause 1200 &1900 of MORTH specifications A. Well Curb I) RCC M - 25 grade Case - I : Using concrete mixer.
103.61
-
-
B. Well steining III) RCC M- 25 grade Case I : Using concrete mixer.
1394.43
-
-
C. Bottom Plug Concrete to be placed using tremie pipe. II) PCC grade M-20 Case - I : Using concrete mixer.
222.46
-
-
E. Top plug III) PCC grade M-15 Case - I : using concrete mixer.
32.2
-
-
F. Well Cap I) RCC M - 25 grade Case - I : using concrete mixer.
197.17
-
-
Sinking of 6 m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing as per MORTH Section No. 1200 .
A. Sandy soil
I) Depth below Bed level up to 3.0m
6
-
-
II) Beyond 3.0 m upto 10.0 m
14
-
-
III) Additional depth beyond 10 m up to 20 m
20
-
-
IV) Additional depth beyond 20 m up to 30 m
6
-
-
Sinking of 7m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing as per MORTH Section No. 1200 .
A. Sandy soil
I) Depth below Bed level up to 3.0m
6
-
-
II) Beyond 3.0 m upto 10.0 m
14
-
-
III) Additional depth beyond 10 m up to 20 m
20
-
-
IV) Additional depth beyond 20 m up to 30 m
2.99
-
-
Sand Filling in Well complete as per drawing and as per Technical Specification as per MORTH Section No. 1207 .
1241.62
-
-
Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specification
(Refer to quantity estimation)(TATA MAKE TMT REBAR)
133.53
-
-
Supplying, fitting and placing uncoated mild steel reinforcement in foundation complete as per drawing and Technical Specifications as per MORTH Section No. 1600
0.3
-
-
Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications F. RCC Grade M 25
(p).Height up to 5.0 m
235.48
-
-
Supplying, fitting and placing TMT bar reinforcement complete in substructure complete as per drawing and technical specification
(Refer to quantity estimation)
29.76
-
-
Supplying, fitting and placing uncoated mild steel reinforcement in Substructure complete as per drawing and Technical Specifications as per MORTH Section No. 1600
0.68
-
-
Furnishing and placing reinforced / Prestressed cement concrete in superstructure as per drawing and Technical Specifications. RCC Grade M 25, Case - I : Using Concrete Mixer II) T-beam & slab (a) Height upto 5m
(Refer to quantity
286.5
-
-
Supplying, fitting and placing TMT bar reinforcement complete in superstructure complete as per drawing and technical specification
(Refer to quantity estimation)
46.87
-
-
Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications (Refer to quantity estimation)
38.21
-
-
Construction of pre cast RCC railing of M30 Grade in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500 center to center spacing between vertical post not to exceed 2000 mm leaving adequat space between vertical post for expansion, complete as per approved drawings and technical specifications.
143.24
-
-
Providing and and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specificatons to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
30
-
-
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC : 83 (Pt. II) Section IX and Clause 2005 of MoRT &H Specifications complete including all accessories as per drawing and Technical Specifications.
241920
-
-
Drainage spouts complete as per approved drawings and technical specifications. (Refer to quantity estimation)
30
-
-
Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications
A. Stone/Boulder (Qty as per statement of Protection work )
267.06
-
-
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
133.53
-
-
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
463.01
-
-
Earthwork in excavation for structure 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 up to a lead of 50m , dressing of sides and bottom and backfilling in trenches with excavated suitable material.
1.Ordinary soil
(i) Upto 3.0m depth
263.91
-
-
Filling in foundation trenches as per drawing and technical specification clause 305.3.9
18.9
-
-
Providing concrete for plain / reinforced concrete in open foundation complete as per drawing and technical specification clause 803 , 803 , 1202 & 1203.
B. with Natural Gravel
1.PCC Grade M10
I) Nominal mix 1:3:6
9.57
-
-
Providing concrete for plain / Reinforced concrete in open foundation complete as per drawing and technical specification clause 802 , 803 , 1202 & 1203
B. with Natural Gravel
PCC Grade M20
I) Nominal mix 1:2:4
9.81
-
-
Plain / Reinforced cement concrete in sub structure complete as per drawing and technical specifications clause 802 , 804 , 805 , 806 , 807, 1202 and 1204.
B. with Natural Gravel
IV. RCC GRADE M25
69.55
-
-
Supplying , fitting and placing TMT reinforcement in sub structure complete as per drawing and technical specifications clause 1002, 1005 , 1010 & 1202.
6
-
-
Providing and laying cement concrete wearing course M30 Grade including reinforcement complete as per drawing and technical specifications caluse 800 & 1206.3
4.22
-
-
Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specfication.
42
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawing and technical specification.
i) Granular materials
66.6
-
-
Providing and laying curtai walls complete as per drawing and technical specifications clauses 1304
ii) cement concrete grade M10
31.5
-
-
Drainage spouts complete as per drawing and technical specification clauses 1209.
6
-
-
Construction of flexible apron 1m thick comprising of loose stone boulders weighing less than 25 kg beyond curtain wall
87
-
-
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