Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date21 Jul 2018
Closing Date4 Aug 2018
Tender Amount₹ 22,56,69,623
Costs
EMD
₹ 31,68,888Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_PWDAP_166_1Bid Award Id
ViewTender No
SEA/MD/Tender/CRF/2018-19/01Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://www.arunachalpwd.org/
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Documents
BOQ Items
Sinking of 7 m external diameter well (other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil, and as shown against ach case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.
a) Ordinary Soil
7.66
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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 as shown against ach case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.
b) Soft Rock
22.97
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-
Providing and constructing temporary island 16 m diameter for construction of well foundation for 8 m dia. Well
1
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-
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification, Well steining, PCC M15 Grade
268.56
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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification, Well steining, RCC M25 Grade
395.47
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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification, Well steining, RCC M30 Grade
572.34
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Sand Filling in in wells complete as per drawing and technical specifications
348.09
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Providing and laying cutting edge of Mild Steel weighing 40 kg per mtre for Well foundation complete as per drawing and technical specification.
11.09
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Supplying, fitting and placing HYSD bar reinforcement in sub- structure complete as per drawing and technical specifications
100.68
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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 with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
80
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-
Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing.
5.94
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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.
153600
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-
12mm Cement plaster 1:3 in all open Exposed concrete Surface
629.77
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-
Approach Filling
Construction of embankment with approved material obtained from borrow pits with all lifts and leads,transporting to site,spreading, grading to required slope and compacting to meet requirement of table 300-2.
358.75
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SUPER STRUCTURE
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Supply and fabrication of steel work at Fabricators workshop comprising of Main Girders, Cross Girders, Connecting plates, stringer, stiffening plates etc. from steel plates and structural steel of specified grades as per approved drawing including straightening, descaling, degreasing, cutting to size and shape, drilling, welding and grinding, supply of all MS/HTS shop or site bolts, nuts & washers, holding down bolts and nuts etc., trial assembling at workshop, one priming coat of shop paint with red lead paint conforming to IS-102 with all labour, material, cost of paints, consumables, stacking in protected condition etc. complete as per specification and as directed by the Engineer-in-Charge (Carriage cost from fabricator work shop to actual bridge site will be paid seperately).
898.54
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-
Assembling and erection at site including labour component,erection cum dismandling of Staging, Scaffolding, Falseswork etc complete.(A full proof method statement of erection programe at site has to be submitted and get approved before start)
898.54
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-
Cartage Charge :-
a) From Guwahati to Likabali 524.00 Km (Plain Road)
898.54
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-
Cartage Charge :-
b) From Likabali to Mechukha (Near work site) - 326 Km (Hill Road)
898.54
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-
DECK SLAB
Supplying, fitting and placing HYSD bar reinforcement in sub- structure complete as per drawing and technical specifications
41.74
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-
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M 30,Using Concrete Mixer,Height 5m to 10m, For solid slab super-structure
517.5
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Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408)
300
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-
Drainage Spouts Complete as per drawing and technical specification
30
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-
Burried Joint (Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised wieldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in clause 2604.)
57
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-
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight
783.75
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-
APPROACH ROAD
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a) Embankment
Construction of Embankment with Material obtained from Borrowpits with all lifts and leads, transporting to site,spreading, grading to required slope and compacting to meet requirement of table 300-2.
8354.88
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-
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
1636
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-
b) Granular Sub Base
Preparation of sub-grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 mtr.
2437.5
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Consolidation of sub-grade with road roller of 8 to 10 tonne capacity i/c making good the undulations etc. with earth or quarry spoil etc. and rerolling the sub-grade.
2437.5
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Granular Sub-Base with Coarse Graded Material ( Table:- 400- 1). (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401) Grading-I Materials
365.63
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-
b) Cement Concrete Pavement
Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)
243.75
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-
Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing).
390
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-
C.R.M. RETAINING WALL
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a) 3.00 Mtr. Height
Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
368.83
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-
Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: a) Foundations and plinth
55.43
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Coursed rubble masonry (first sort) with hard stone in foundations and plinth in cement mortar 1 : 6 (1 cement : 6 fine sand).
797.27
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-
Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand). c) Cut or weather struck pointing
596.72
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-
12 mm thick Cement plaster in C.M. 1:3
187.25
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-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
(a) Granular material
212.62
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-
b) 2.00 Mtr. Height
Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
157.3
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Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: a) Foundations and plinth
24.2
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Coursed rubble masonry (first sort) with hard stone in foundations and plinth in cement mortar 1 : 6 (1 cement : 6 fine sand).
225.5
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Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand). c) Cut or weather struck pointing
226.6
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-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
(a) Granular material
82.5
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