Cane Development And Sugar Industry Tender

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Cane Development And Sugar Industry Tender

Works

Eprocure

Rampur, Uttar Pradesh

Opening Date31 Dec 2020

Closing Date15 Jan 2021

Tender AmountRefer Documents

Email

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Costs

EMD
₹ 1,55,000
Document Cost
₹ 1,180
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2020_CDSI_541970_1
Bid Award Id
View
Tender No
1686
Tender Authority
Cane Development And Sugar Industry View
Purchaser Address
-
Website
http://http://upcane.gov.in/

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Documents

Tender Notice-12.5 MBTendernotice_1.pdf

TENDER NOTICE

BOQ-1367.6 kBBOQ_820904.xls

BOQ

Document-213.9 MBTENDERDOCUMENTT-1....TENDERDOCUMENTT-1.pdf

TENDER DOCUMENT

Document-156.0 kBLETTER.pdf

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BOQ Items

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Granular sub-base

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Providing & laying granular sub-base by well graded material grade-I,spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC,and compacted with smooth wheel roller to achieve the desired density,complete as per Technical Specification clause 401 of MORD [Sir No 4.1]

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WBM G2

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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.clause 405 sr no 4.8-(2) - WBM Gr-II of stone ballast (45 - 63 mm size ) from approved quarry and screening material type B 11.2 mm for Grading 2 @0.20 cum per 10- sqm and binding materials(stone dust ) @0.06 cum per 10 sqm for Grading 2 material from approved quarry.

Quantity148.52

Rate-

Amount 3256.03

WBM G3

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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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 sr no 4.7-(3) - WBM Gr-III (22.4-53 mm size )of stone ballast from and screening material type B-( 11.2 mm for Grading 3 @0.18 cum per 10- sqm). from approved Quarry

Quantity115.31

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Amount 3238.84

Brick Edging

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A) Dismentaing of Brick Edging as directed by Engg. In charge.

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B) Brick Edging on both sides of the road of Ist class bricks on edge laid with mud mortar including labour & supply of bricks finished to the required template & in properalignment &also including dressing,ramming the excavated earth as directed by E/I as per S.INo 765 of UP, PWD Specification.

Quantity0.41

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Amount 57475

C) Same as above but for labour only.

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CARTAGE OF MAXPHALT

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A) Cartage of maxphalt from godown to site.

Quantity3.61

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Amount 238.83

B) Cartage of empty drums maxphalt from site to godown.

Quantity3.61

Rate-

Amount 47.77

prime coat

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Providing & applying primer coat with Bitumen Emulsion(SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.75 kg/ sqm area using mechanical means complete as per MORD Specification no 502 [Sr. No. 5.1(I)]

Quantity1537.5

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Amount 1.63

tack coat

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Providing and applying tack coat with Bitumen V.G.-10 using emulsion distributor at the rate of 0.35 kg/sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 502 Sr. 5.2(iii)

Quantity1537.5

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Amount 1.16

premix carpet

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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.

Quantity1537.5

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Amount 93.88

seal coat

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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510, as approved.

Quantity1537.5

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Amount 29.49

Earth work on shoulders

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Construction of embankment with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 . as per Technical Specification clause 301.5

Quantity307.5

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Amount 114

A) Same as above as item no.1(A) carted earth work .

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Brick Soling

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A) Dismantling of Existing BOE including stacking of serviceable materials and disposal of unserviceable materials with in a lead of meter as per direction of Engineer-in-charge.

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B) Resoling with dismantled Bricks assuming ………..% of the dismantled bricks to be non-usable (Labour Only)

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C) Brick soling with straight over burnt bricks laid on edge and dry labour only including preparation of sub-grade to prescribed camber filling joints with local earth spreading blinding coat 1 cm. 3/8" depth of 'local earth over the entire surface and including cost of material, labour and T&P etc. required for proper completion of the work. as per MORD specification 412 sl no 4.18

Quantity307.5

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Amount 324.9

culvert

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A) Construction of 2.00 m span & 2.00 m height R.C.C. culvert (as per sheet attached).

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B) Construction of 4.00 m span & 2.00 m height R.C.C. culvert (as per sheet attached).

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C) Construction of NP-3 Hume pipe culvert of 900.mm dia. along with parapets to allow unhindered longitudinal flow of water(as per sheet attached)

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D) Construction of NP-3 Hume pipe culvert of 600.mm dia. along with parapets to allow unhindered longitudinal flow of water(as per sheet attached)

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E) Construction of NP-3 Hume pipe culvert of.450.mm dia. along with parapets to allow unhindered longitudinal flow of water(as per sheet attached)

Quantity2

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Amount 55755.5

F) Same as above but for 900 mm Doube Barrel N.P.-3 Hume Pipe Culvert (as per sheet attached)

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C.C, ROAD

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A) Providing and Laying of 25mm thick sand layer as blanket coat on existing surface.

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B) Providing and Laying of polythin sheet of approved quality as per direction of E/I.

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C) P/L in cement concrete Pavement with 1 cement , 1.5 coarse sand & 3 stone grit (20 mm nominal size) curing complete including supply of all material labour T&P etc. required for proper completion of work .

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DRAIN

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A) Const. Of U-Drain on Both sides in Abadi Portion(as per sheet attached).

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B) Const. Of K.C.-Drain on Both sides in Abadi Portion(as per sheet attached).

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R.Wall

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Construction of R.Wall in required Portion (as per sheet attached).

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Supply & laying of empty cement bags filled with local sand, As per direction of Engineer-in-charge.

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Road Furniture

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Direction Sign Board of 4'x3' size having 18 gauge sheet with the post of 1-1/4" dia. white & Red alternate Painted Pipe incl. fixing in c.c. of 1:2:4 cement , c.sand & stone grit with piller.

Quantity1

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Amount 6650

Bituminous Course

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A) Supply of bitumen emulsion (SS-1) for Priming coat @ 0.70 Kg./m2.

Quantity1.08

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Amount 49751

B) Supply of Bitumen V.G.-10 for Tack coat, P.C. & Seal Coat @ (0.35+1.46+0.68) Kg./m2. .

Quantity3.61

Rate-

Amount 32605

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