Cane Development And Sugar Industry Tender

The Cane Development And Sugar Industry has issued a formal invitation for competitive bids for 25 - Solda To Nangli Kithor Marg. in Meerut, Uttar Pradesh, with an estimated contract value of Rs. 22,47,000. The bid opening date for this tender is 30-01-2023 and the last date for bid submission is 09-02-2023. Interested bidders for Cane Development And Sugar Industry tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Cane Development And Sugar Industry Tender

Works

Civil And Construction

Building Construction

Eprocure

Meerut, Uttar Pradesh

Opening Date30 Jan 2023

Closing Date9 Feb 2023

Tender Amount₹ 22,47,000

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Costs

EMD
₹ 2,24,700
Document Cost
₹ 1,225
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2023_CDSI_770228_25
Bid Award Id
View
Tender No
458/C Dt 28-01-2023
Tender Authority
Cane Development And Sugar Industry View
Purchaser Address
-
Website
http://etender.up.nic.in

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Documents

Tender Notice-221.2 MBTendernotice_2.pdf

Tender Document

Tender Notice-11.3 MBTendernotice_1.pdf

NIT

BOQ-1400.4 kBBOQ_1271210.xls

BOQ

Document-147.1 kBTender_Detail_2023...Tender_Detail_2023_CDSI_770228_25.html

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BOQ Items

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

Quantity1

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Amount 2375

(B) Construction of X-Drain in Abadi Portion(as per sheet attached)

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Road Furniture

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WBM G2

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Granular sub-base

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A) Construction of 4.00 m span &1.50 m height R.C.C. Puliya (as per sheet attached).

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

Quantity2.1

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Amount 57100

Prime coat

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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 for Grading 2 material from approved quarry.

Quantity72

Rate-

Amount 3610.48

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

Rate-

Amount 6650

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

Quantity3000

Rate-

Amount 33.25

B) Supply of bitumen V.G.-10 for Tack coat @ 0.35 Kg./m2 & V.G.-10/CRMB for P.C. & Seal Coat @ (1.46+0.68) =2.14 Kg./m2.

Quantity7.03

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Amount 59200

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. SI No-New Item 3

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

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Departmental Supply Items

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(c) Excavation in foundation in ordinary soil including lift upto 1.50m and lead upto 30m and including watering and ramming of excavated.SI No-251(a)

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

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

Quantity3000

Rate-

Amount 1.34

(A) Providing earthwork in embankment with approved material up to 100 meter lead , laying in 15 cm thick compacted layers, breaking clods, dressing to required lines, curves , grade & section, watering and compaction to meet requirements as per MORD Specification clause 302(I) .earth work SI No-253 (a)

Quantity1680

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Amount 74.1

C) Brick soling with straight (SOB) 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 SI No-762(b)

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Providing & applying primer coat with Bitumen Emulsion SS-1 grade on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/ sqm area using mechanical means complete as per MORD Specification no 502 [Sr. No. 5.1(I)]

Quantity3000

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Amount 1.72

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

Quantity9.13

Rate-

Amount 60.41

B) Construction of 6.00 m span & 2.00 m height R.C.C. culvert (as per sheet attached).

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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.SI No-765

Quantity0.8

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Amount 55765

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 Type B as per Technical Specification Clause 508.

Quantity3000

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Amount 103.46

E) Construction of NP-3 Hume pipe culvert of.350.mm dia. along with parapets to allow unhindered longitudinal flow of water(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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Tack coat

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C.C, ROAD

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Brick Soling for Chak Road Junctions

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(A) Earth work in ordinary soil on shoulders with approved material up to 100 meter lead , laying in 15 cm thick compacted layers, breaking clods, dressing to required lines, curves , grade & section, watering and compaction to meet requirements as per MORD Specification clause 302(I)complete.SI No-253 (a)

Quantity450

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Amount 74.1

B) Resoling with dismantled Bricks assuming 40 % of the dismantled bricks to be non-usable (Labour Only).SI No-786

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B) Same as above but for 03 k.m. carted earth work @ Rs.=(72+43+22.70+20.20)= 157.90

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Earth work on shoulders

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culvert

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Bituminous Course

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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.W. in Embankment

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Brick Edging

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WBM G3

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CARTAGE OF MAXPHALT

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Construction Of C.C. Road in Abadi Portion(as per sheet attached) .

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DRAIN

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Seal coat

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C) Same as above but for labour only.

Quantity0.2

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Amount 7410

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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Premix carpet

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A) Cartage of maxphalt from godown to site.

Quantity9.13

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Amount 302.05

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