Municipal Administration And Water Supply Department Tender

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Municipal Administration And Water Supply Department - MAWS Tender

Eprocure

Salem, Tamil Nadu

Opening Date

30 Oct 2019

Closing Date

12 Dec 2019

Tender Amount

₹ 85,39,00,000

Notes

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Costs

EMD
₹ 85,39,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2019_MAWS_142459_1
Tender No
SSCL/7860/2018
Tender Authority
Municipal Administration And Water Supply Department View
Purchaser Address
-
Website
http://https://www.tn.gov.in/maws/

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Documents

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Tender Notice-1438.3 kBTendernotice_1.pdf

Tender Notice

Corrigendum-2564.1 kBCorrigendum.pdf

Corrigendum-1555.6 kBTenderNotice.pdf

BID-1378.9 kBBOQ_171010.xls

Price Bid

Document-1459.6 kBBidforTender.pdf

Bid Documents for Tender

Report Missing Document

BOQ Items

DO_NOT_SHOW

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0 - 1.5M

Quantity4094

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1.5 - 2M

Quantity13654

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Quantity21591

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4 - 5M

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5 - 6M

Quantity277

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Earthwork excavation and depositing on bank with initial lead of 10 metres and initial lift of 2 metres in Meduium rock and Dense medium rock not requiring blasing (at all depths) stacking the removed materials as directed by the Engineer(The rate shall include providing red light signal during night etc , and include cost of preservation, telephone cables, water lines and other utility lines, drains etc. as directed by the Engineer incharge).For laying SWP Sewer and RCC pipes Sewer.

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Quantity759

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5-6M

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Earthwork excavation for Pipe laying work by removing hard rock using controlled blasting method by drilling blast holes using compressor and jack hammer including stacking, dewatering wherever necessary cost of gelating, electric detonator, licensed shot fireman, labour for filling earth in gunny bags, labour for excavation of earth, conveyance of earth including cost of gunny bags, MS Plates, barricading, putting up road diversion boards and providing red light signal during night, removal of debris etc. where open blasting is prohibited and as directed by TWAD Board Officers

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All depth

Quantity7505

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Removing hard rock by wedging, chiselling and trimming to proper shape where blasting is prohibited and including the cost of removing the all materials from the site and depositing the same in the places shown by the Engineer in charge etc., .complete and as directed by the Engineer in charge.

Quantity11599

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Providing bed Concrete for laying RCC sewer pipes / Stone ware pipes wherever required as directed by the Engineer in charge in mix M15 ( One part of cement , two part of cement and four part of course aggrgate using 20 mm ISS HBG ) metal from approved quarry including cost of conveyance of all materials to site and all labour charge for mixing, placing, compaction, finishing and curing etc, complete as per standard specification.

Quantity1427

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Supplying, laying, jointing, testing of SWP pipes of different sizes , excluding earthwork excavation for trenches and carting of pipes to the site of work, lowering into the trenches and aligning to proper grade, hydraulic testing including conveyance water to fill the pipes, including cost of jointing materials and cost of dewatering complete as per standard specification.

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200mm Dia SWP

Quantity-

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1.0M depth

Quantity9764.56

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1.5M depth

Quantity8960

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2.0M depth

Quantity1110

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2.5M depth

Quantity4578.2

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3.0M depth

Quantity3581.42

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3.5M depth

Quantity2325

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250mm Dia SWP

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1.5M depth

Quantity6356

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Quantity1796

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2.5M depth

Quantity481

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3.0M depth

Quantity483

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3.5M depth

Quantity278

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300mm Dia SWP

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1.5M depth

Quantity4834

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2.0M depth

Quantity1769

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2.5M depth

Quantity946

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3.0M depth

Quantity421

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3.5M depth

Quantity293

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Supplying, laying, rubber gasket jointing, testing of RCC pipes of NP3 class, excluding earthwork excavation for trenches and carting of pipes to the site of work, lowering into the trenches and aligning to proper grade, hydraulic testing including conveyance water to fill the pipes, including cost of jointing materials and cost of dewatering complete as per standard specification.

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200mm Dia R.C.C pipe

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1.0M depth

Quantity293

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1.5M depth

Quantity268

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2.0M depth

Quantity34

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2.5M depth

Quantity138

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3.0M depth

Quantity107

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3.5M depth

Quantity1197

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4.0m depth

Quantity1632

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4.5M depth

Quantity924

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5.0M depth

Quantity327

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5.5m depth

Quantity955

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6.0M depth

Quantity349

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250mm Dia R.C.C pipe

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1.5M depth

Quantity191

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2.0M depth

Quantity54

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2.5M depth

Quantity14

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3.0M depth

Quantity14

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3.5M depth

Quantity234

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4.0m depth

Quantity49

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4.5m depth

Quantity313

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5.0M depth

Quantity293

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300mm Dia R.C.C pipe

Quantity-

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1.5M depth

Quantity145

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2.0M depth

Quantity53

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2.5M depth

Quantity28

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3.0M depth

Quantity12

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3.5M depth

Quantity217

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4.0m depth

Quantity211

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4.5M depth

Quantity340

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5.0M depth

Quantity76

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5.5m depth

Quantity71

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400mm Dia R.C.C pipe

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1.5M depth

Quantity1087

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2.0M depth

Quantity228.55

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2.5M depth

Quantity80

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3.0M depth

Quantity93

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3.5M depth

Quantity666

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4.0m depth

Quantity90

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4.5M depth

Quantity110

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5.0M depth

Quantity391

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5.5m depth

Quantity495

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450mm Dia R.C.C pipe

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1.5M depth

Quantity1476

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2.0M depth

Quantity295

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2.5M depth

Quantity21

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3.0M depth

Quantity182

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3.5M depth

Quantity195

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4.0m depth

Quantity60

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6.0m depth

Quantity35

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500mm Dia R.C.C pipe

Quantity-

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1.5M depth

Quantity4581

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2.0M depth

Quantity552

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2.5M depth

Quantity407

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3.0M depth

Quantity1017

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3.5M depth

Quantity328

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4.0m depth

Quantity125

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4.5M depth

Quantity411

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5.0M depth

Quantity547

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5.5m depth

Quantity115

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6.0m depth

Quantity309

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600mm Dia R.C.C pipe

Quantity-

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2.0M depth

Quantity89

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2.5M depth

Quantity20

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3.0M depth

Quantity60

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3.5M depth

Quantity313

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4.0m depth

Quantity180

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700mm Dia R.C.C pipe

Quantity-

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1.5M depth

Quantity627

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2.0M depth

Quantity821

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2.5M depth

Quantity1149.6

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3.0M depth

Quantity397

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3.5M depth

Quantity54

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4.0m depth

Quantity534

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4.5M depth

Quantity342

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800mm Dia R.C.C pipe

Quantity-

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2.5M depth

Quantity267

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3.0M depth

Quantity63

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Quantity176

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4.0m depth

Quantity116

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900mm Dia R.C.C pipe

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5.0M depth

Quantity10

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5.5m depth

Quantity100

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1000mm Dia R.C.C pipe

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3.0M depth

Quantity67

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3.5M depth

Quantity264

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4.0m depth

Quantity181

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4.5M depth

Quantity448

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5.0M depth

Quantity60

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5.5m depth

Quantity351

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6.0m depth

Quantity55

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1100mm Dia R.C.C pipe

Quantity-

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4.5M depth

Quantity56

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6.0m depth

Quantity109

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1300mm Dia R.C.C pipe

Quantity-

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5.0M depth

Quantity55

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5.5m depth

Quantity195

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1400mm Dia R.C.C pipe

Quantity-

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4.0m depth

Quantity9

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5.0M depth

Quantity175

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5.5m depth

Quantity137

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Amount -

P.C.C in mix M15( One part of cement two part of sand and four part of course using 20mm ISS HBG) metal from approved quarry inculding cost of conveyance of all materials to site and all labour charge for mixing,placing, compaction, finishing and curing etc, complete as per standard specification.

Quantity-

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Amount -

RCC/SW pipe encasing in 2/3 or full

Quantity736

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Amount -

Construction of manholes using Sulphate Resistant Cement (SRC cement ) at various depths including earthwork excavation as per standard specification in all type of soils. Soft Dis integrated Rock and Hard Rock, including cutting open B.T road, providing Cement Concrete of 1:4:8 ( One part of Cement, four part of river sand and eight part of aggregate) using 40mm hard granite metal for foundation. Reinforced Cement concrete of mix 1:2:4 mix ( One part of Cement, two part of river sand and four part of aggregate) using 20mm ISS HBG metal, fabricating and placing reinforcement and timbering charges for depth up to and above 1.5m from GL, Brick work using chamber bricks of size 9"x43/8"x23/4" in Cement Mortar 1:3 mix ( One part of Cement and three part of river sand ), 23cm thick wall plastering interior with Cement Mortar 1:3 mix ( One part of Cement and three part of river sand ) 20mm thick and exterior with Cement Mortar 1:3 mix ( One part of Cement and three part of river sand ) 12mm thick, laying plain cement concrete of mix 1:2:4 ( One part of Cement, two part of river sand and four part of aggregate) using 20mm ISS HBG metal for fixing the frame, providing PVC encapsulated steps, FRC MH frame, and cover with IS 12392 part 1&2 benching and channeling with plain cement concrete of mix 1:2:4 ( One part of Cement, two part of river sand and four part of aggregate) using 20mm ISS HBG metal, refilling and including the cost of removal of surplus excavated earth from the site and barricading, dewatering provision for danger lights etc, complete for the following sizes for each manhole etc, complete as per standard specification and as directed by the Engineer in charge (As per the type design, drawing for rectangular and circular manholes)

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Rectangular Manhole (1.22m x 0.9 m)

Quantity-

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1.0m Deep to Invert

Quantity17

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1.5m Deep to Invert

Quantity23

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2.0m Deep to Invert

Quantity22

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2.5m Deep to Invert

Quantity21

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Cicular Manhole 1.22M Dia

Quantity-

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Amount -

3.0m Deep to Invert

Quantity20

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3.5m Deep to Invert

Quantity77

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Amount -

4.0m Deep to Invert

Quantity49

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Amount -

4.5m Deep to Invert

Quantity46

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Amount -

5.0m Deep to Invert

Quantity25

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5.5m Deep to Invert

Quantity38

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6.0m Deep to Invert

Quantity21

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Amount -

Construction of drop manholes using SRC Cement of different sizes as per type design/ drawing on sewer lines and provided wittight fitting FRC man hole covers and frames of 600 mm dia., of approved make and provision of encapsulated PVC foot rests. The RCC manhole shall be of 12mm thick inside and outside as per type design Benching and channeling should be provided in the manhole and suitable diameter pipes for House service connection (Not exceeding 6 Nos. for each manhole) to be left in the Manholes as directed by the Engineer - in- charge. The rate shall include earthwork, backfilling, and removal of surplus 3earth and depositing within 500m, dewatering wherever necessary,provision of danger lights etc.

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Amount -

Cicular Manhole 1.25M Dia

Quantity-

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Amount -

3.0m Deep to Invert

Quantity17

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3.5m Deep to Invert

Quantity9

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4.0m Deep to Invert

Quantity6

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Amount -

5.0m Deep to Invert

Quantity4

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5.5m Deep to Invert

Quantity3

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6.0m Deep to Invert

Quantity2

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Supplying and fixing 150mm dia C.I. pipe ventilating column 6.0m length with C.I. Base for ventilating column, wire cowl, supplying, laying, jointing and testing of 150mm dia stoneware pipe to a length of 6m for each column with 100mm S.W. stopper including cost of jointing materials such as cement, sand and spun yarn with necessary civil works for construction of masonry pillars, earthwork excavation, refilling etc., complete.

Quantity304

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Amount -

Road cut charges to specfied width

Quantity-

Rate-

Amount -

Cutting BT road

Quantity17934.9

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Amount -

Cutting cement concrete road

Quantity664.3

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Amount -

HOUSE SERVICE CONNECTION: Supplying, laying, jointing, testing of 110 mm or 160 mm dia of UPVC non pressure pipe As per IS 15328/2003 ,SN8-SDR 34(S16.5), including earthwork excavation for trenches in sandy soil or sandy loam road cuttingand ordinary soil, hard stiff clay, stiff black cotton, hard red earth, shales, murram, grave, stoney earth and earth mixed with small size boulders, SDR, laterite, soft rock or kankar not requiring blasting depositing the earth on banks with initial lead of 10 m and initial lift of 2 m and carting of pipes to the site of work, lowering into the trenches to proper grade and alignment, conveyance of water filling the pipes during testing, refilling the trenches with excavated earth in layer not more than 23 cm thick watering, ramming to consolidation and disposal of surplus earth with 4.00 km to 5.00 km lead, barricading works along both sides to the trenches, including cost of jointing materials including end cap and cost of timbering and labour charges etc, complete as per standard specification and directed by the Engineer in charge.

Quantity-

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For 110mm dia

Quantity48157

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Amount -

For 160mm dia

Quantity38928

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Amount -

Disposal of surplus excavated earth in sewer pipe laying works, manhole etc, transporting the sites specified by the departmental engineer with in 5km lead including loading, unloading. tranporting,spreading and levelling etc,complete and as directed by the departemental engineer.

Quantity8923

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Amount -

Refilling the excavated earth including cost of all labour charge for filling in shall be done in layers not exceeding 23cm in thickness accoompainied by adequate watering, ramming etc and the trench shall be reilled so as to build upto the orginal ground level as directed by the departmental engineer etc,complete

Quantity146833

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Amount -

Provision for Bailing out water from the trenchs using 5HP disel pumpset including conveyance, hire charge, fuel charge for motor and all labour charge for opreating the motor for bailing out water as directed by the departmental engineer etc,complete.

Quantity750

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Amount -

Shoring, and strutting with sheet piles of size width 400 mm x height of 3m x thickness of 9mm as per IS 2314-1986 by driving on both sides of the trench from Ground Level up to the required depth and connecting the above sheet piles by horizontal strutting with sheet piles at an interval of 1.0m, fixing the sheet piles by connecting the horizontal strutting with casurina poles of 8cm to 10cm dia. at 1.50m interval and including removing the sheet piles after the pipelines are laid, jointed, tested, and stacking it safely for other uses. It includes the cost of sheet piles and casurina poles including labour charges for erecting the sheet piles, driving the sheet piles, removing the sheet piles, fixing Casurina poles, etc., complete and all other incidental charges for all varying depth

Quantity10299.25

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Amount -

Barricading work (Where, there is less traffic areas and broader roads etc.) for laying of pipe line using casurina poles at 1.50m center to center (8cm to 10cm dia and 1.80m height) vertical with horizontal poles in three rows including painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including fixing charges and fixing 75mm dia reflectors including earth work excavation for fixing vertical posts and finally removing and stacking the materials safely for further use etc., complete and as directed by officers.

Quantity116835.3

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Amount -

Barricading work (Where the lines are in narrow width of municipality area, busy streets like Market, Bus-stand and in the Highways etc.) for laying of pipe line using casurina poles at 1.50m center to center (8cm to 10cm dia. and 1.80m height) vertical with horizontal poles in two rows, painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including supplying, delivery and fixing of GI sheet (0.90m x 0.8mm thick) in the horizontal poles and fixing 75mm dia. reflectors including earth work excavation for fixing vertical posts and finally removing and stacking the materials safely for further use etc., complete and as directed by officers.

Quantity38944.77

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Amount -

Provision for removal of earth from the narrow street by head load and back filling including cost of conveyance of all labour charge for head load ect, complete as directed by the departmental engineers.

Quantity12039

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Amount -

Supplying and Providing platform of size 2.00 x 0.90 m for people to crossing of trenches (particularly in narrow street) made up of M.S. angle frame and top covered with silver oak planks inculding cost of conveyance of all materials and all labour charges etc, complete by the directed by the departmental engineer in charge.

Quantity1000

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Amount -

Supplying and providing sign board of size 1m x 0.75m made up of MS equal angle and wirting the letters with good qulity paint etc, complete

Quantity750

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Amount -

Providing water sprinkling to minimize generting of dust during construction as and when required with a capacity of 6 KL trip as directed by the Engineer in charge

Quantity1000

Rate-

Amount -

Replacement of Underground Utilities (HDPE Pipes) damaged during Earthwork excavations for pipe laying works including cost of additional earthwork excavation in all soils, including BT cutting, CC roads , removal of slushy soil and replacing the pipeline with sound pipe, including supply and delivery of HDPE pipes, couplers, jointing materials and required specials, cutting, threading, conveying , laying, jointing and cost of refilling for the additional earthwork etc complete and as directed by the TWAD board officers.

Quantity-

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Amount -

50 mm dia for Public fountain

Quantity1500

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Amount -

110 mm dia for distribution main

Quantity500

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Amount -

Construction of RCC Manholes using sulphate resistant cement (SRC) at following depth including labour charges for cutting open B.T road earthwork excavation as per standarad specification in all type in soil,soft disintegrated rock and hard rock including cement concrete 1:4:8 (one cement four sand and eight broken stone)using 40 mm hard granite metal for foundation,reinforced cement concrete of mix 1:1.5:3 (one cement one and half river sand and three aggregate) using 20mm ISS HBG metel for sidewall,cover slab,fabrication placing reinforcement and steel centering for various depth and up to 1.50m depth from GL laying plain cement concrete of mix 1:2:4(one cement two sand and four aggregate)mix using 20mm ISS HBG metal for fixing the frame ,providing PVC encapsulated steps,FRC manhole Frame and cover with IS-12392 part 1&2,benching and channelling with plain cement concrete of mix1:2:4 mix using 20mm ISS HBG metal refilling and including the cost of removal of surplus excavated earth from the site and barricading,dewatering provision for danger lights etc.Complete as per standard specification and as directed by the departmental engineers (by using sulphate resistant cement ) as per type design and drawing.

Quantity-

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Amount -

1.22m dia

Quantity-

Rate-

Amount -

1.0m Deep to Invert

Quantity5

Rate-

Amount -

1.5m Deep to Invert

Quantity10

Rate-

Amount -

2.0m Deep to Invert

Quantity5

Rate-

Amount -

2.5m Deep to Invert

Quantity3

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Amount -

3.0m Deep to Invert

Quantity6

Rate-

Amount -

3.5m Deep to Invert

Quantity7

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Amount -

4.0m Deep to Invert

Quantity10

Rate-

Amount -

4.5m Deep to Invert

Quantity10

Rate-

Amount -

5.0m Deep to Invert

Quantity5

Rate-

Amount -

5.5m Deep to Invert

Quantity7

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Amount -

6.0m Deep to Invert

Quantity2

Rate-

Amount -

2.0m dia

Quantity-

Rate-

Amount -

4.0m Deep to Invert

Quantity6

Rate-

Amount -

4.5m Deep to Invert

Quantity8

Rate-

Amount -

5.0m Deep to Invert

Quantity7

Rate-

Amount -

5.5m Deep to Invert

Quantity5

Rate-

Amount -

6.0m Deep to Invert

Quantity3

Rate-

Amount -

6.5m Deep to Invert

Quantity2

Rate-

Amount -

Brick work in CM 1:3 (one cement & five sand) using II class ground moulded bricks of size 9" X4 3/8"X2 3/4" including finishing, curing,etc., complete complying with standard specification.

Quantity-

Rate-

Amount -

Chamber (Narrow strret)

Quantity112.25

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Amount -

Plastering with cement mortar (1:3) 12mm ,thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications

Quantity-

Rate-

Amount -

Chamber Inner

Quantity1303

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Amount -

Manufacturing,Supplying &Fixing precast Reinforced Cement Concrete slabs of 50mm thickness in RCC M20 Using 20mm HBGS jelly including cost of reinforcement streel in position but including cost of moulding charges casting of slab,finishing,curing and fixing in position in all floors etc., complete complying with standard specification and as directed 50mm thick slab (using 20mm HBGSS Jelly)

Quantity296.45

Rate-

Amount -

PROVISION FOR RIVER CROSSING :Excavating of driving pit and receiving pit of size 3.00m (length) x 3.50m (breadth), depth upto 5m in all soil strata including shoring and strutting using 6mm tk MS Plate of size 3.50m x 3.50m usable for 10 operations and providing 16mm thickness MS plate of size 3.00m x 3.50m with 100mm x100mm x 12mm angles of 4m length for holding the MS plates for Thrust arrangements to receive the impacts during pushing operation of encasing pipe. Lowering the following size of MS encasing pipe by using Contractor’s crane and machineries and jointing MS pipes by welding, across the National Highways/State Highways/ Railways/Canal crossing etc and driving the horizontal bore by ushing / jacking method (trenchless technology method) using contractor’s machineries such as cranes, jacks, jacking materials, generator, welding machineries,compressor, jack hammer and other equipments etc. without interfering and causing any hindrance to the movement of traffic or any other vehicles, without any disturbances to the railway/road/canal formation etc. including bailing / pumping of water where ever necessary without affecting any installation like water supply pipeline/telephone cable, electric cables etc. passing nearby area and scooping the earth inside the pipes and pit and depositing the surplus earth in a convenient place and leveling the site after completion of entire work as directed by Engineers. The rate includes the cost of bare MSpipe ,epoxy coating for inner , outer and pushing MS encasing pipe for 1626mm OD MS encasing pipe of 16mm thickness driving pit, thrust bed/wall and receiving pit and carrying pipe of 1000mm dia including cost of convyance of all materials at site and all labour charge etc, complete as directed by the Departmental engineers etc, complete.as per standard specification

Quantity80

Rate-

Amount -

PROVISION FOR RAILWAY CROSSING and Nalla crossing : Excavating of driving pit and receiving pit of size 3.00m (length) x 3.50m (breadth), depth upto 5m in all soil strata including shoring and strutting using 6mm tk MS Plate of size 3.50m x 3.50m usable for 10 operations and providing 16mm thickness MS plate of size 3.00m x 3.50m with 100mm x100mm x 12mm angles of 4m length for holding the MS plates for Thrust arrangements to receive the impacts during pushing operation of encasing pipe. Lowering the following size of MS encasing pipe by using Contractor’s crane and machineries and jointing MS pipes by welding, across the National Highways/State Highways/ Railways/Canal crossing etc and driving the horizontal bore by ushing / jacking method (trenchless technology method) using contractor’s machineries such as cranes, jacks, jacking materials, generator, welding machineries,compressor, jack hammer and other equipments etc. without interfering and causing any hindrance to the movement of traffic or any other vehicles, without any disturbances to the railway/road/canal formation etc. including bailing / pumping of water where ever necessary without affecting any installation like water supply pipeline/telephone cable, electric cables etc. passing nearby area and scooping the earth inside the pipes and pit and depositing the surplus earth in a convenient place and leveling the site after completion of entire work as directed by Engineers. The rate includes the cost of bare MSpipe ,epoxy coating for inner , outer and pushing MS encasing pipe for 1016mm OD MS encasing pipe of 20mm thickness driving pit, thrust bed/wall and receiving pit and carrying pipe of CI 500mm dia including cost of convyance of all materials at site and all labour charge etc, complete as directed by the Departmental engineers etc, complete.as per standard specification

Quantity40

Rate-

Amount -

Dismantling the Existing Brickwork including Cost and Conveyance of All Materials, Labour Charge etc complete as per Standard Specification

Quantity621

Rate-

Amount -

Dismantling the Existing Plain Cement Concrete including Cost and Conveyance of All Materials, Labour Charge etc complete as per Standard Specification

Quantity5947

Rate-

Amount -

Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand, or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hard rock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc., complete

Quantity-

Rate-

Amount -

For Chamber

Quantity43568

Rate-

Amount -

Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in Sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil.SS20B

Quantity-

Rate-

Amount -

For Narrow Trenches

Quantity17284

Rate-

Amount -

Supplying and fixing in position best quality U.P.V.C soil/ waste pipes (6KSC) of various sizes having ISI mark and providing leak proof joints and making connection to all sanitary fittings, dismantling masonry/R.C.C. works wherever necessary and making good the dismantled portion to the original condition, complying with standard specifications.

Quantity-

Rate-

Amount -

110mm dia PVC Pipe

Quantity240000

Rate-

Amount -

Supplying and fixing in position P.V.C. specials such as plain bend, door bend, plain tee, door tee, offsets ,Y-junction, plain or with door of various sizes best quality confirming to I.S.S and providing leak proof joints including fixing to wall and giving connection to the P.V.C, soil stacks, dismantling the brick masonry or R.C.C. floor or Roof slab and redoing the dismantled portion to original condition etc., complete complying with standard specifications.

Quantity-

Rate-

Amount -

110mm dia PVC Elbow

Quantity30000

Rate-

Amount -

110mm dia PVC Bend

Quantity30000

Rate-

Amount -

Stoneware Gully Trap of 150mm x 100 mm with cast iron double Grating

Quantity30000

Rate-

Amount -

110mm dia PVC Tee-Joint

Quantity30000

Rate-

Amount -

PVC Reducer 3”x4”

Quantity3750

Rate-

Amount -

PVC Reducer 2”x4”

Quantity3750

Rate-

Amount -

Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidental charges such as water providing etc., complete as per standard specification.

Quantity10500

Rate-

Amount -

Refilling with excavated earth other than sand for pipe line trench including all cost and conveyance of material and labour charges etc complete

Quantity17000

Rate-

Amount -

Brick work in CM 1:5 (one cement & Five sand) using II class ground moulded burnet bricks of size 9” X4 3/4"X 2 3/4" including finishing, curing, etc., complete complying with standard specification

Quantity18770

Rate-

Amount -

Plastering with cement mortar (1:5) 12mm ,thick in all floors including cost and conveyance of all materials to site and labour charges etc., complete as per standard specifications (S.I.306)

Quantity87990

Rate-

Amount -

Manufacturing, Supplying &Fixing precast Reinforced Cement Concrete slabs of following thickness in RCC M20 Mix Using 20mm HBGS jelly excluding cost of reinforcement street in position but including cost of moulding charges casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed 50mm thick slab)

Quantity48600

Rate-

Amount -

Conveyance of excavated earth and clearing away from site to a lead of 0-5 KM from site through Tipper Lorries including cost of loading, transporting directed by the departmental officers, unloding and refilling etc.,

Quantity36260

Rate-

Amount -

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