Meerut Development Authority Tender

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Meerut Development Authority Tender

Works

Eprocure

Meerut, Uttar Pradesh

Opening Date10 May 2018

Closing Date15 May 2018

Tender Amount₹ 3,72,93,000

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Costs

EMD
₹ 20,65,000
Document Cost
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Tender Fee
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Description

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Contact

Tender Id
2018_MDAUP_201777_1
Bid Award Id
View
Tender No
1353/CE/MDA/2018-19 Dt 28-04-2018 TB
Tender Authority
Meerut Development Authority View
Purchaser Address
-
Website
http://https://mdameerut.in/

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Documents

Tender Notice-1415.9 kBTendernotice_1.pdf

NIT

BOQ-1344.6 kBBOQ_278408.xls

BOQ

Document-1593.4 kBTD_1353_TB.pdf

TD

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BOQ Items

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Quantity-

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RCC WORK with cement, approved coarse sand & 2 cm guage approved stone grit in proportions of 1:1.5:3 in lintels of door & windows excluding supply of reinforcement and bending, but including its fixing and binding the same with 24 B.W.G.G.I binding wire and including necessary centring and shuttering etc. and supply of all materials, labour Tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip coarse which shall be paid extra.

Quantity673.22

Rate4443252

Amount 6600

M.S. (TOR Steel or Plain) in Plain work such as R.C.C or R.B work including bending for proper shape and including supply of steel & its wastage, bend, hooks and authorised overlapping shall be measured and including cost of binding wire.

Quantity530

Rate2968000

Amount 5600

M.S. OR Iron work of grill & frame , small size and section such as holding down bolt hold fast tei rods grating etc. wrough to required from includind supply of steel bolt , nuts, wastage etc. and their fixing required for proper completion of the work as desired by engineering incharge

Quantity28

Rate166600

Amount 5950

Road work

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Rate-

Amount -

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20cm layers including remming and dressing the surface to required levels and slopes and also including 1.50 M lift and 30 M lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M distance as directed by the Engineer-Incharge. (Excluding royality)(Royality as per Govt. rate to be paid extra wherever applicable) for small works/Abadi area.(where machine cannot be move)

Quantity3932

Rate283104

Amount 72

Cartage or earth required for filling 8.0 km….sheet enclosed….

Quantity3932

Rate853244

Amount 217

Add to item no.253 for Mechinically compacted to achieve 95% proctors density including arrangement of water, settlement and all T&P including roller and its fuel etc.

Quantity3932

Rate74708

Amount 19

Granular Sub-Base with close graded material (Table:400-1)

Quantity-

Rate-

Amount -

Providing, laying, spreading and compacting graded aggregate to Granular Sub-Base with close graded specification including premixing the material with water at OMC in mechanical mix plant carriage of mix material by tipper to site, laying in uniform on well prepared surface and compacting in vibratory roller to achive the desired density. complete as per close 401 (495 Tonne)

Quantity1929.79

Rate6168766

Amount 3196.6

Providing, laying spreading and compacting graded aggregate to wetmix macadam, specification including premixing the material with warer ai OMC in mechanincal mix plant carriage of mix material by tipper to site, laying in uniform layer with paver in sub base /base course on wall prepared surface and compacting with vibratory rollar to achieve the desired density.

Quantity1856.79

Rate6031967

Amount 3248.6

Bitumen emulsion 0.750 kg/sqm

Quantity-

Rate-

Amount -

Providing and applying primer coat with bitumen emulsion slow setting using spray set including cleaning of road surface and spraying primer at the rate of 0.750 kg per sqm with mechanical mean

Quantity8073

Rate209090

Amount 25.9

Bituminous Macadam

Quantity-

Rate-

Amount -

Providing and laying bituminous madcadam with 60-90 TPH. Hot mix plant producing an average output of 25 cum per hour using cruashed aggregate of specified grading premixed with bituminous binder @ 3.40% transported to site, land over a pre lously prepared surface with paver finisher to the required grade, level and slignment and rolled as per clauses, 501.6 and 501.7 to achieve the desired completion. page-125 unit=cum. Tacking output=205 cum (450 tonnes) (assuming density 2.20 cum)

Quantity645.84

Rate4835404

Amount 7487

Semi Dense Bituminous concrete

Quantity-

Rate-

Amount -

Providing and laying bituminous madcadam with 60-90 TPH. Batch type HMP producing an average output of 25 cum per hour using cruashed aggregate of specified grading premixed with bituminous binder @ 5.00% by weight of total mix and filler transported to site, land over a preiously prepared surface laying with hydrostatic paver finisher to the required grade, level and alignment and rolled as per MORTH specification clauses, 508 to achieve the desired completion. page no.-135 unit=cum. Tacking output=195 cum (450 tonnes) (assuming density 2.20 cum)

Quantity322.92

Rate2694767

Amount 8345

Laying Sewer Line

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Rate-

Amount -

Excavation for depth upto 1.5m below ground level for laying sewer, manholes, gully pits, chambers,sumps etc. in ordinary soil (earth sand, loam and clay) including, dressing levelling,refilling of trenches in 20 cm layers watering sand ramming the same including removal of surplus earth of other dismantled materials upto a distance of 50 m from the centre of treanches.

Quantity-

Rate-

Amount -

UP TO 1.5M DEPTH

Quantity3810

Rate719328

Amount 188.8

1.5 TO 3.0

Quantity3810

Rate905827

Amount 237.75

3.0-4.5

Quantity3810

Rate1143000

Amount 300

Concrete with 4cm guage brick ballast, Fine sand of 1.25 F.M and cement in proportion of 10:5:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work

Quantity209.55

Rate576262

Amount 2750

LAYING & CARTING RCC HUME PIPE INCLUDING

Quantity-

Rate-

Amount -

Carting of 450 mm dia R.C.C. Hume pipes (NP-3 class) and specials from store to the site of work. Lowering the same into treanches in depth up to 1.5 m below ground level true to alignment, caulking the joints with necessary spun yarn soaked in bitumen and jointing with 1:2 cement mortar in coarse sand including excavation or earth below invert level of pipe , cost of all jointing materials, testing etc. complete but excluding of excavation and refilling of treanches from ground level to the invert level of pipes.

Quantity-

Rate-

Amount -

A- 0 to 1.5 BGL

Quantity1210

Rate538450

Amount 445

A- 0 to 3.0 BGL

Quantity1210

Rate573540

Amount 474

Carting of 250 mm dia R.C.C. Hume pipes (NP-3 class) and specials from store to the site of work. Lowering the same into treanches in depth up to 1.5 m below ground level true to alignment, chaulking the joints with necessary spun yarn soaked in bitumen and jointing with 1:2 cement mortar in coarse sand including excavation or earth below invert level of pipe , cost of all jointing materials, testing etc. complete but excluding of excavation and refilling of treanches from ground level to the invert level of pipes.

Quantity-

Rate-

Amount -

A- 0 to 1.5 BGL

Quantity60

Rate16875

Amount 281.25

A- 0 to 3.0 BGL

Quantity60

Rate18570

Amount 309.5

Construction of 1200mm dia brick circular manhole including excavation cutting of jointing pits, trimming dressing levelling refilling of trunches in 20 cm layers removal of surplus earth upto 50m, cement conc. 1:2:4 , Ist class brick work in 1:4 (1cement :4 coarse sand, 15mm plaster in CM1:4 (1cement :4 coarse sand) 12mm internal plaster (1cement :4 coarse sand) , PVC FOOT STEPS AT DISTANCE @ 300MM C/C IN THE WALL cost of cutting making good the same, RCC heavy duty 600 dia Mahole cover with locking arrangement, site clearance

Quantity44

Rate1726428

Amount 39237

Construction of 1200mm dia brick manhole regulatry shaft including excavation cutting of jointing pits, trimming dressing levelling refilling of trunches in 20 cm layers removal of surplus earth upto 50m, cement conc. 1:2:4 , Ist class brick work in 1:4 (1cement :4 coarse sand, 15mm plaster in CM1:4 (1cement :4 coarse sand) 12mm internal plaster (1cement :4 coarse sand) , PVC FOOT STEPS AT DISTANCE @ 300MM C/C IN THE WALL cost of cutting making good the same, RCC heavy duty 600 dia Mahole cover with locking arrangement, site clearance

Quantity44

Rate443388

Amount 10077

Construction of 600x600mm size brick manhole including excavation cutting of jointing pits, trimming dressing levelling refilling of trunches in 20 cm layers removal of surplus earth upto 50m, cement conc. 1:2:4 , Ist class brick work in 1:4 (1cement :4 coarse sand, 15mm plaster in CM1:4 (1cement :4 coarse sand) 12mm internal plaster (1cement :4 coarse sand) , PVC FOOT STEPS AT DISTANCE @ 300MM C/C IN THE WALL cost of cutting making good the same, RCC heavy duty 600 dia Mahole cover with locking arrangement, site clearance

Quantity5

Rate64190

Amount 12838

Construction of 600x600mm size brick manhole regulatry shaft including excavation cutting of jointing pits, trimming dressing levelling refilling of trunches in 20 cm layers removal of surplus earth upto 50m, cement conc. 1:2:4 , Ist class brick work in 1:4 (1cement :4 coarse sand, 15mm plaster in CM1:4 (1cement :4 coarse sand) 12mm internal plaster (1cement :4 coarse sand) , PVC FOOT STEPS AT DISTANCE @ 300MM C/C IN THE WALL cost of cutting making good the same, RCC heavy duty 600 dia Mahole cover with locking arrangement, site clearance

Quantity5

Rate18185

Amount 3637

Supply od RCC hume pipes NP3class Socket and spigot type 450 mm dia

Quantity1210

Rate794970

Amount 657

Supply od RCC hume pipes NP3 class Socket and spigot type 250 mm dia

Quantity60

Rate19560

Amount 326

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