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OFFICE OF NAGAR PANCHAYAT DABHRA DIST ; SAKTI (C.G)

NAME OF WORK - DETAILED ESTIMATE OF RCC DRAIN FROM MAINROAD TO TAR TALAAB AT WARD NO.06

PWD ROAD & BUILDING 2015 SOR 01.01.2025

Sl.No SOR P/I No. Particulars No. Total Quantity Unit

1 16.43.2 Demolishing cement concrete including disposal of material within 50 metre lead.1:3:6 or richer mix

1 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

2 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

3 3.1.3 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

4 3.2.1 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size)

for cover of drain 1 48

3 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete: Thermo-Mechanically treated bars FE 415

4 2.1.1 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, foFoundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.

4 9.1 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.)

UP TO 3M DEPTH 1 5

5 9.2 Providing and laying Reinforced Cement Concrete pipe NP 4 / prestrssed concrete pipe on first class bedding (Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 and bedding aas per clause 2904 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets

6 9.6 Providing 1st class bedding below pipes with graded sand or other granular materials passing through 5.6 mm sieve as per clause 2904

9.8 Plain cement concrete complete as per drawing and Technical Specifications

OFFICE OF NAGAR PANCHAYAT DABHRA DIST: SAKTI ( C.G)

DETAILED ESTIMATE FOR EXTENSION OFSTRRET ELECTRIC POLE FROM PUSPVATIVA AT WARD NO.01 SURROUNDING ALL SIDES

PWD ELETRICAL SOR 01.06.2020

Sl.No SOR P/I No. Particulars No. Total Quantity Unit

1 19.3 SupplyofswagedsteeltubularpoleasperIS2713withbase plateofsize300x300x6mm weldedatbottom,necessary holeforcableentryandearthingstudweldedatspecified heightincludingpaintingwithonecoatofredoxidezinc chromateprime

19.3.13 Designation410SP-38height9.50metre 7 7 EACH

2 19.9 Supplyandfixingfollowingstreetlightpolebracketon existingpolemadeoutof50mm diaMS"B"classpipe weldedto300mm longMSpolecanopyofsuitablediaata angleof102.50includinghavingMStriangularstiffnerofsize 150X50X5mm thick,makingarrangementfortightening thebracketwithpolebyprovidingsuitablesizeheavyduty nutsandboltsincanopy,paintingwithonecoatofapproved steelprimeretc.asperspecification

3 19.1 ErectionofSTEELTUBULARor"H"BEAM/ISMBpolein cementconcrete1:3:6(1cement:3coarsesand:6graded stoneaggregate40mm nominalsize)foundationand cementconcretecollarofsize0.4metrediaand0.50metre heightfrom groundlevelincludingexcavationandrefilling etc.asperspecificationoflengt

19.10.4 7metreto10metre 7 7.00 EACH

4 19.12 DesigningandprovidingsuitableRCCfoundationinCement Concrete1:2:4(1cement:2coarsesand:4gradedstone aggregate20mm nominalsize)for3mereto12metrehigh GIoctagonalpoleincludingsteelreinforcementform work, embeding2nos50mm diaPVCpipeforcableentryineach foundation,excavationdisposalofsurplussoilandcuring etc.asperspecificatio

5 19.13 ProvidingandmakingsuitableCCpolecollar(muffing)in CementConcrete1:3:6(1cement:3coarsesand:6graded stoneaggregate20mm nominalsize)ofsize0.4m diaand 0.4m heightfrom existingCCfoundatio

6 19.16 Supplyingandfixingwatertightterminalboxmadeof1.6mm thickM.S.sheetwithdetachableglandplateinbottom, hingedfrontopenablecover,rubbergasket,having1Nos 4wayconnectorand1NoSPMCBinsidetheboxforcable connection,fixedtopolewith2Nosclampmadefrom 40x3mm M.S.flatwith2Nonutboltdullypaintedwith2coat ofredoxidepaintand2coataluminium paintcompleteas perspecification

7 14.1 SupplyingandlayingISImarkeddoublewallHDPEpipe(IS 14930PartII)havingcorrugationontheouterwallandplan surfaceoninnerwallingroundbelowroad,pathetcata depthnotlessthan40cm andupto90cm including excavation,dismantlingofroadifrequiredandrefillingthe trenchwithexcavatedmaterial,rammingandmakingthe surfacegoodetc.asperspecification.

14.1.1 63mm outerdia and 50mm inner dia 140 140.00 mtr

8 14.5 SupplyingandfixingG.I.pipealongwithwallorpole/support with2NosMSclampsforprotectionofundergroundcable inapprovedmannerincludingboltsandnutsormetaldash fastenerscompleteasperspecification

9 15.1 SupplyingandlayingfollowingsizesonenumberFRLSPVCinsulated,PVC sheathed,steelarmoured,aluminium conductorpowercableof1.1KVgrade directingroundincludingexcavation,sandcushioning,protectivecoveringand refillingthetrenchetcasperspecification,IS:9537(2000,Part5)

10 15.4 SupplyingandlayingfollowingsizesonenumberFRLSPVCinsulated,PVC sheathed,steelarmoured,aluminium conductorpowercableof1.1KVgradein existingmasonryopenductasperspecification,IS:9537(2000,Part5

11 5.8 ProvidingandfixingfollowingsizeFRLSPVCinsulated,PVCsheathed,flexible copperconductorwireonthefloor/wall,orsideofthetable/dooretc.asper specificat

5.8.3 1.0sq.mm threecore 7 147.00 mtr

12 12.1 EarthingwithG.I.earthpipe4.5metrelong,40mm diaincluding accessories,andprovidingmasonryenclosurewithcoverplatehaving lockingarrangementandwateringpipeetc.withcharcoalandsaltas perspecificatio

13 9.1 SupplyingandfixingSPMCB,240volts,'B'curve,suitable forlightingandotherloadsintheexistingMCBDB completewithconnections,testingandcommissioning etc.asperspecification

6 amps to 32amps 7 7.00 each

14 6.28 Supplying,installation,testingandcommissioningoffollowing 230/250voltsLEDstreetlightfittingwithallaccessorieslikedriver, heatsinkmadeofdiecastaluminium withIP66protectionand10KV surgeprotectiononpolebracket,includingconnection,earthingetc completeasperspecificationandfurnishing5YrsWarranty certificatefrom manufacturer.P.F.shouldbegreaterthan0.9.LED chipefficacyratio≥120lumens/watt.

90watt 7 7.00 each

15 12.2 Excavationforfoundationinsoftsoil/hardsoilincludingdressingof sidesandrammingofbottoms,liftingandgettingouttheexcavatedsoil anddisposalofsurplusexcavatedsoilasdirected,withinaleadof50 metres 7 5.38 cum

OFFICE NAGAR PANCHAYAT DABHRA , DIST - SAKTI (C.G.)

DETAILED ESTIMATE FOR CONSTRUCTION OF GATE

S.NO. Particular No. QTY. Unit

1 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer.

In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

(SOR ITEM NO. 9.6.2/80)

Back Side - 1 10.00

Front Side (Including Steel Board at Top) - 1 16.00

(Rs. Fifty Three Thousand Only)

OFFICE OF NAGAR PANCHAYAT DABHRA DIST : SAKTI

DETAILED ESTIMATE FOR DEVELOPMENT OF PARK ( PUSPVATIKA )

PWD BUILDING SOR 01.01.2015

Sl.No SOR P/I No. Particulars No. Total Quantity Unit

1 1.2 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).

1.1.1 In all types of soils 1 900.00 SQM

2 1.2 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

3 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

2 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

3 12.65 Providing & laying 60mm thick precast interlocking concrete blocks of approved size (approx 305 sqcm) and shape/ pattern, over 40 mm thick average complete coarse sand bed with joints of 3mm thick filled by fine sand including leveling with surface vibrator, temping and sweeping etc. complete of minimum compressive strength of 250 kg/sq.

6 9.4 Providing and fixing concertina coil fencing with required dia 610 mm (having 50 nos. round per 6 metre length) up to 3m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart tied with G.I. staples and G.I. clips to retain horizontal including necessary bolts or G.I. barbed wire tied to angle iron all complete as per direction of Engineer-incharge with reinforced barbed tape (R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)

7 22.2 Supplying and stacking of good earth at site including royalty, loading, unloading and carriage upto 5 km (earth measured in stacks will be reduced by 20% for payment

8 22.4 Supplying and stacking at site well decayed cow dung manure from approved source, including loading, unloading and carriage upto 5 km (manure measured in stacks will be reduced by 8% for payment

9 22.9 Mixing earth and sludge or manure in proportion specified or directed

qty of item no.08 &9 431.20 cum

10 22.25 Providing and planting following herbs in garden including preparation of soil, base plantation, providing and spreading different fertilizers, soil and sand:

22.25.1 Hedges like Alife, Dorenta, Tikoma etc 20 20.00 each

Carpet grass (well developed) 1 100.00 sqm

Furn like Arica, China etc (3 year old) 20 20.00 each

11 14.17.2 Painting exterior surface with TEXTURED exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:

13 12.14 Cement art Mural work

NAGAR PANCHAYAT DABHRA

REPORTS AND SPECIFICATION

1 Name of Work DETAILED ESTIMATE FOR DEVELOPMENT OF PARK ( PUSPVATIKA )

2 Estimated Amount 6.38LAKHS

4 Neccesity Since it is REQUIRED to done .

5 Rates and Specifications The rate provided in this Estimate are as per Building S.O.R. of E. in CG P.W.D Raipur inforce from 01-01.2015.

Sub Engineer Chief Municipal Officer

NAGAR PANCHAYAT DABHRA NAGAR PANCHAYAT DABHRA