Public Works Roads Department Tender
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Costs
EMD
₹ 19,32,820Document Cost
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Refer Documents
Description
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Contact
Tender Id
2018_PWD_9175_5Bid Award Id
ViewTender No
CE/MLCSNA/RIDF24/42/18-19/pt10Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
Providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. Well. C. Providing and constructing one span service road to reach island location from one pier location to another pier location
140
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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 technical specification.
5.2
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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. A. Well curb iii. RCC M30 Grade 'Case I Using concrete mixer
118.96
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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. B. Well steining vii. RCC M30 Grade 'Case I Using concrete mixer
1680.08
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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. C. Bottom Plug ii. PCC M25 Grade 'Case I Using concrete mixer
332.02
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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork.E. Top Plug iii. PCC M25 Grade 'Case I Using concrete mixer
37.71
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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork.F. Well Cap iii. RCC M 30 Grade 'Case I Using concrete mixer
213.73
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Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications a.TMTIS 1786 (Fe-500 D) Primary producer (TATA/SAIL/Esser Steel/Jindal panther Steel/Shyam steel or equivalent)
98.28
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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.A. Sandy soil i. Depth below bed level upto 3.0 M
12
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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
28
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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 10 m upto 20 m b. For sinking including dewatering, if required., if required
40
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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 ) iv. Beyond 20m upto 30 m c. For sinking including kentledge & dewatering, if required.
14
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Sand filling in wells complete as per drawing and technical specifications
1553.85
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'Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork N. Without plasticiser G. RCC Grade M30 a. Height upto 5m 'Case I Using concrete Mixer
285.13
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Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications a.TMTIS 1786 (Fe-500 D) Primary producer (TATA/SAIL/Esser Steel/Jindal panther Steel/Shyam steel or equivalent)
29.37
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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 specification.
152
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A. Granular material
453.36
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Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
1350
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Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
1350
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.N. Without Plasticiser E. PSC Grade M-40 'Case 1 Using concrete mixer.ii. For T-beam & slab b. Height 5m to 10m
672.89
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Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications a.TMTIS 1786 (Fe-500 D) Primary producer (TATA/SAIL/Esser Steel/Jindal panther Steel/Shyam steel or equivalent)
85.44
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High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications
27.66
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
62.22
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Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, 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.
237.8
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Drainage Spouts complete as per drawing and Technical specification
39
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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).
34.32
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Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. '(ii) By Mechanical Means:- A. In area of light jungle
0.52
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Cutting of treesincluding cutting of trunks,branchesand removal of stumps,roots,stacking of serviceable materials with all lifts and upto lead of 1000 mand earthfillingin the deepression/pits. (ii) Girth from 600 mm to 900 mm)
12
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Embankment Construction with Material Obtained from Borrow Pits (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 requirment of table 300-2( Including cost of testing of materials at site and laboratory as directed by the deptt.) ' (a) from private land
22249.95
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Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(a) from private land
2266.76
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Granular Sub-Base with Coarse Graded Material ( Table:- 4002) (Construction of granular sub-base by providing coarse graded material,spreadingin 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 cl. 401( with all lead and lift upto site ) (ii) for grading II material
354.13
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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 vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,wateringand compacting to the reqd. density( with all lead and lift upto site ) Grading III material
163.02
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Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS-15658-2006 including all lead and lift complete as per technical specification and as directed.(a) 80 mm thick having compressive strength of 40 N /mm2
2173.3
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Providing and laying M-40 Grade cement concrete edge block/Edge restraints complete as per technical specification cl.1504.
36.27
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Turfing with Sods (Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of rods and watering)
8793.76
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Supplying,fitting and fixing RCC guard post size 15 cm dia,150cm long,75cm above the ground and 75cm below the ground, with 4-12mm Tor steel main steel and 6mm MS stirrups at 30cm c/c tied in position with annealed black wire, cement concrete proportin 1:2:4 with broken stone aggregate up to 20mm size including centering,moulding the top.curing,painted black and white alternately in 23cm strips upto 0.75m from the top having reflective band 2 nos. of desired shade etc. as per design and direction complete.' ii. 30 cm dia with 6-12mmTor bar
324
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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
413.2
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Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications.
206.6
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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 weighting not less than 40Kg each.)
644.45
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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 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.
96
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Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulatedlens 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 fixedto the groundby meansof properlydesign foundationwith M-15 gradeCementconcrete45cm x 45cm x 60cm, 60cm belowgroundlevelas per approveddrawingand sign. ( All the Steel work must be Tata/Sail/or any other approved brand)
(i)90 cm equilateral tringle
2
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Direction and place identification sign upto 0.9 sqm size board: Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area not exceeding 0.9 sqm fixed on a mild steel single angle frame of 40mmx40mmx5mm supported on a mild steel angle iron post 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly design foundation with M-15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing including painting of vertical post as per specification. (All the steel work must be Tata/Sail/or any other approved brand). complete as per drawing and as directed by the Engineer as per technical specification clause 801.
1.08
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Direction and place identification sign more than 0.9sqm size board.Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type eflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. firmly fixed to the ground by means of properly design foundationwith 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)
15
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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 mmX75mmX5mm, 330mm long complete as per clause 810.)
120
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MISCELLANEOUS WORKS :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
96
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Labour for taking out old piles of the bridge and stacking them at suitable place as directed
100
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Carrying out Sub Soil Investigation ( SSI), for all types of soil (except boring in rock) upto a depth of 30m or refusal ( N=100) for each foundation location as per IRC : 78-2000 and submission of SSI report to the Engineer in -Charge for approval. Preparation & submission of Design calculation & Drawings of foundations, Sub Structures, Super Structures as per relevant IRC codes and SSI report , 2 ( two) copies each of Design & Drawings of each Bridge to be submitted for approval and 8 (eight) copies after approval of competent authority.
1
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RETAINING WALL: '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. 1. Ordinary soil A. Manual Means (I) Without dewatering i. upto 3 m depth
315
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Sand Filling in Foundation Trenches as per Drawing & Technical Specification
112.68
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PCC 1:3:6 in Foundation(Plain cement concrete 1:3:6 nominalmix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by
vibration including curing for 14 days.)
37.56
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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.. (I)RCC Grade M20
Case I Using concrete mixer
316.2
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Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications a.TMTIS 1786 (Fe-500 D) Primary producer (TATA/SAIL/Esser Steel/Jindal panther Steel/Shyam steel or equivalent)
14.3
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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork N. Without plasticiser E RCC Grade M20 a. Height upto 5m 'Case I Using concrete Mixer
182.33
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Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications a.TMTIS 1786 (Fe-500 D) Primary producer (TATA/SAIL/Esser Steel/Jindal panther Steel/Shyam steel or equivalent)
15.06
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