VATAR AND TARAKPARDI WATER SUPPLY PROJECT: VAPI MUNICIPAL CORPORATION PHASE 2

SUMMARY (SCHEDULE-B)

VATAR & TARAKPARDI WATER SUPPLY PROJECT

VATAR & TARAKPARDI WATER SUPPLY SCHEME: WORKING SURVEY, SOIL INVESTIGATION,DESIGN OF WATER SUPPLY SCHEME. WORK INCLUDING DESIGNING &

CONSTRUCTING ELEVETED STORAGE RESERVIOR, PROVIDING, SUPPLYING, LOWERING, LAYING AND JOINTING DI PIPELINE FOR GRAVITY MAIN, CONSTRUCTION OF HOUSE

CONNECTION, RCC ROAD REINSTATEMENT & SITC WORK OF INSTRUMENTATION WORK & SCADA SYSTEM AT GRAVITY DISTRIBUTION NETWORK LOCATION ETC.INCLUDING

OPERATION & MAINTENANCE FOR 5 YEAR. FOR VATAR & TARAKPARDI WATER SUPPLY SCHEME (PHASE-2) FOR VAPI MUNICIPAL CORPORATION, DISTRICT: VALSAD.”

SCHEDULE - B3: CONSTRUCTION OF HOUSEHOLD CONNECTIVITY (2600 Nos.)

SR. RATE TOTAL AMOUNT

SR. RATE TOTAL AMOUNT

ITEM DESCRIPTION QTY. UNIT

Item No.1: Providing and supplying in true line and level 15mm Dia. U.P.V.C. Pipe (SCH-40) for cold water including fittings make

1 PRINCE / SUPREME / ASTRAL / FINOLEX or equivalent as approved by Engineer In Charge.

Item No.2: Providing and supplying in standard length ISI mark rigid unplasticized PVC pipe suitable for portable water with ring

fit joint incl cost of ring, as per IS specification no 4985/1988 incl all local and central taxes, transportation, freight charges,

2 octroi, inspection charges, loading, unloading, conveyance to the departmental store and incl cost of jointing material etc comp -

90 mm Dia 80.00 Rmt 139.00

Item No.3: PVC fittings : Purchasing and supplying at store or site of work G.I./P.V.C. Specials as per requirement incl. Railway

freight, loading, unloading, stacking, and carting from store to site. Sales tax, insurance, octroi, GST & all taxes etc. complete.

3 UPVC Couplers 15 mm Dia.

3a UPVC Couplers 90 mm Dia. 16.00 No. 78.00

3b Bib Tap 15 mm Dia. 2584.00 No. 25.00

3c PVC Flange with pail pieces 90 mm Dia 16.00 No. 236.00

3d Service Saddle 15 mm Dia. (110/90/75/63/50 mm × 15 mm Dia.) 2584.00 No. 50.00

3e Nut bolt 64.00 No. 40.00

3f UPVC Tee (Moulded) 2584.00 No. 20.00

3g UPVC Elbow 15 mm Dia. 10336.00 No. 6.00

3h UPVC Elbow 90 mm Dia. 16.00 No. 216.00

3i UPVC Clamp 2584.00 No. 10.00

Item No.4: Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all with shoring and strutting if

required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to

4 all required lead cleaning the site etc. complete for all lifts and strata as specified.

Upton 0 to 1.5 Mt. Depth

In all sorts of soil and soft murrum 930.34 Cu.m 102.35

4a In hard murrum, boulders incl. macadam road. 3512.44 Cu.m 155.25

Item No.5: Lowering, laying, fixing and jointing PVC/UPVC/CPVC pipes and specials of following class and Diameter including

cost of conveyance from stores to site of works including cost of labour, material, cement solvent, giving satisfactory hydraulic

testing as per ISI code. Rate is taken for 63 mm and prorated for 15 mm

5a 90 mm Dia 80.00 Rmt 19.55

Item No.6: Refilling the pipeline trenches incl. ramming, watering, consolidating disposal of surplus stuff as directed within a

radius of 3 km. 4427.05 Cu.m 25.30

7 Item No.7: Cutting of Road : C.C 1:2:4 or RCC 181.64 Cu.m 427.80

7a IPS Cutting 116.28 Cu.m 427.80

SUMMARY (SCHEDULE-B)

VATAR & TARAKPARDI WATER SUPPLY PROJECT

VATAR & TARAKPARDI WATER SUPPLY SCHEME: WORKING SURVEY, SOIL INVESTIGATION,DESIGN OF WATER SUPPLY SCHEME. WORK INCLUDING DESIGNING &

CONSTRUCTING ELEVETED STORAGE RESERVIOR, PROVIDING, SUPPLYING, LOWERING, LAYING AND JOINTING DI PIPELINE FOR GRAVITY MAIN, CONSTRUCTION OF HOUSE

CONNECTION, RCC ROAD REINSTATEMENT & SITC WORK OF INSTRUMENTATION WORK & SCADA SYSTEM AT GRAVITY DISTRIBUTION NETWORK LOCATION ETC.INCLUDING

OPERATION & MAINTENANCE FOR 5 YEAR. FOR VATAR & TARAKPARDI WATER SUPPLY SCHEME (PHASE-2) FOR VAPI MUNICIPAL CORPORATION, DISTRICT: VALSAD.”

SCHEDULE - B3: CONSTRUCTION OF HOUSEHOLD CONNECTIVITY (2600 Nos.)

SR. RATE TOTAL AMOUNT

SR. RATE TOTAL AMOUNT

ITEM DESCRIPTION QTY. UNIT

Item No.8: Providing and casting in situ mass cement concrete in 1:4:8 proportion using granite quartzite trap metal of size

8 mm to 40 mm including consolidation curing etc. complete. 297.90 Cu.m 3901.95

Item No.9: Making hole for Fitting saddle in to Existing pipe (110/90/63/50 mm) or New laying pipe. Lowering, laying and

9 jointing 110/90/63/50 mm × 15 mm Dia. Service Saddle including cost of labour, material, with cement solvent, giving

satisfactory hydraulic testing as per ISI code. 2584.00 No. 100.00

Total for Schedule-B3(Rs.)