Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date18 Mar 2022
Closing Date23 Mar 2022
Tender AmountRefer Documents
Costs
EMD
₹ 4,68,500Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_PWDAP_650_1Bid Award Id
ViewTender No
BMGD/DRG -2/RIDF-XXVII/2021-22/01Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://arunachalpwd.org
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Documents
BOQ Items
Excavation upto 3.0 m depth
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(ii) Ordinary rock (not requiring blasting)
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A : Manual Means (Depth upto 3 m)
292.2
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10
(iv) Hard rock ( blasting prohibited )
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A: Mechanical Means
194.8
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10
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
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A: Levelling Course PCC Grade M15
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Using concrete Mixer
66.2
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10
B: RCC Grade M25 (1:2:4) in abutment block, Anchor Block and Windstay cable block
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Using concrete Mixer
465.87
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10
C: RCC Grade M25 (1:2:4) in Tower (Column) and Cross Beams
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Using concrete Mixer
38.4
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10
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
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Assume rienforcement @ 200 kg/cum of concrete for abutment block, Anchor Block and Windstay cable block, Tower (Column) and Cross Beams for both banks
87.09
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10
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
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A: Granular material
88.9
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10
B: Sandy material
88.9
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10
Centring and shuttering including strutting, propping etc and removal of form work for :
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a) Foundation, footings, bases of columns etc. and mass concrete.
491.89
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10
(SH- SUPER STRUCTURE)
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Detail for 113.00M span.
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Providing fabricating and supplying steel work in RS joints and tees angle and channel etc. riveted or bolted or welded in built up section i/c cutting and hoisting , fixing in position and applying priming coat of red paint.
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a) Anchor bolt for main cable
8
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10
b) Anchor bolt for Deck cable
8
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10
c) Anchor bolt for Railing cable
12
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10
d) Anchor bolt for wind stay cable
4
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10
e) Turn buckle for main cable
8
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10
f) Turn buckle for deck cable
8
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10
g) Turn buckle for wind stay cable
4
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10
h) Suspenders clamp
456
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10
i) Turn bucckle for suspenders
456
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10
j) Turn bucckle for suspenders
456
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10
k) Tower pully
4
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10
Supplying and manufacturing and providing galvanished high tensile stell wire as main cable, Deck cable, windy stay cable and suspenders of approved brand at site of work as per direction of Engineer-in-charge.(Round standard rope basic grade confirming IS 2266/27 with 6x19(6+6 F/I) construction fabriction with fibre maintensile designation 1770 M/M sqm)
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a) Main cable 32mm dia
653.49
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10
b) Deck cable 25mm dia
497.2
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10
c) Railing 16mm dia
1097.45
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10
d) Wind stay cable 20mm dia
292.6
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10
e) Suspenders 12mm dia
1003.2
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10
Providing and supplying "U" bolts for main cable , Deck cable, wind stay cable and suspenders of approved brand at site of work as per direction of Engineer-in-charge.:-
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a) "U" bolt 32mm dia
500
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10
b) "U" bolt 25mm dia
452
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10
c) "U" bolt 20mm dia
24
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10
d) "U" bolt 16mm dia
750
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10
e) "U" bolt 12mm dia
430
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10
f) "U" bolt 8mm dia
100
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10
Providing and fixing angle iron for base deck of S/Bridge (ISA.75x75x6mm) at length 3.20m placing at 1.30m C/C.
2104.53
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10
Providing and fixing approved chequard steel decking of approved design i/c all nut bolts etc. complete and fixed in frames in position.
12160
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10
Providing and fixing chain link fencing alongwith railing 1.20m height with decking and fixed and tighted with steel railing as per standard design and approved brand at site of work as per direction of Engineer-in-charge..
1020
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10
Labour charges for erecting , hoisting of galvanished steel wire rope for foot suspension bridge as per drawing and fixed pully, bearing block, pin bushing, washers with galvanished eye bars, thakle turn buckle for anchorage cross runner and longitudinal runner of angle section properly bottled as per direction of Engineer-in-charge.
113
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10
Sub Head -: River Training Works (Guide Bund).
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Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 kg each.)
320
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10
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