Providing, Supplying, lowering, laying 900 mm Dia RCC NP3 pipe line with encasing in riverfront for outlet from Bhat STP & Missing Drainage line of Koteshwar for GMC Area.

Name of Work : - Providing, Supplying, lowering, laying 900 mm Dia RCC NP3 pipe line with encasing in riverfront for outlet from Bhat STP & Missing Drainage line of

Koteshwar for GMC Area

Sr No. ITEM OF WORK Unit Total Qty Rate in Words Amount

Providing and supplying lSI Standard R.C.C. pipes in standard lengths of following class and

diameter suitable for either collar joints or rubber ring joints including all taxes, insurance,

transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to

1 departmental stores, stacking etc. complete.

'Note : One collar should be supplied with each full length plain ended RCC pipe, cost included in

rates below. One rubber ring should be supplied with each full length socketed pipe, cost included in

rates below. (IS - 458/ 1989)

(A) 450 mm dia RCC NP3 pipe Rupees One Thousand Three

Rmt 1950.00 1352.39 Hundred Fifty Two And Paise Thirty

(B) 600 mm dia RCC NP3 pipe Rupees One Thousand Nine Hundred

Rmt 1000.00 1933.14 Thirty Three And Paise Fourteen

(C) 900 mm dia RCC NP3 pipe Rupees Four Thousand Two Hundred

Rmt 210.00 4287.45 Eighty Seven And Paise Forty Five

Class NP4 Test Pressure 0.7 Kg/sq.cm

(D) 900mm diaRCC NP4 Pipe Rupees Seven Thousand Sixty Six

And Paise Ninety Seven Only

Providing bedding incl. ramming, watering, levelling consolidating etc. complete as per standard and

Rupees Three Hundred Thirty Two

2 instruction of engineer in charge as above with required quality sand brought from outside including cmt 619.00 332.29

And Paise Twenty Nine Only

3 Excavation for pipeline tenches for storm water line all with shoring and struting as per required

gradient and line including all safety provision using site rails and stacking excavated stuff including

up to all required lead cleaning the site etc. complete for all lift and strata as specified.In all sorts of

Soil and soft murrum.

0.0 to 1.5 m. Rupees Eighty Nine And Paise Eighty

1.5 to 3.0 m. Rupees Ninety Eight And Paise

Ninety Eight Only

3.0 to 4.5 m. Rupees One Hundred Four And Paise

4.5 to 6.0 m. Rupees One Hundred Ten And Paise

Sr No. ITEM OF WORK Unit Total Qty Rate in Words Amount

6.0 to 7.5 m. Rupees One Hundred Fourteen And

Paise Thirteen Only

Lowering, laying and jointing R. C. C. pipes of following diameters in proper position, grade and

alignment at all level as directed by Engineer-in-charge including conveyance from stores to site of

work, labour, giving hydraulic testing as per lSI code.R.C.C. PIPES (At any Depth)

(A) 450 mm dia RCC NP3 pipe Rupees One Hundred Seventy Two

And Paise Seventy One Only

(B) 600 mm dia RCC NP3 pipe Rupees Two Hundred Thirty And

Paise Twenty Eight Only

(C) 900 mm dia RCC NP3 pipe Rupees Three Hundred Forty Three

And Paise Forty Only

(D) 900mm diaRCC NP4 Pipe Rupees Three Hundred Forty Three

And Paise Forty Only

5 Constructing Junction circular Manhole of following size (inside clear)including excavation, refilling,

plain cement concrete (1:2:4) for foundation, CC channel (1:1.5:3) , 20 mm thick inside cement

plaster in OPC cement & 20 mm thick outside plaster in two coats PVC foot steps, brick masonary in

C.M. (1:5), excluding cost of manhole seat cover etc complete.

* Manhole Type "B" Circular type having inside diameter of 1200 mm for depth upto 4.0 m

Rupees Thirty One Thousand Three

Manhole type "B" upto 2.5 M depth Hundred Ten Only

6 Providing & Fixing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed. F.R.C.

Extra Heavy Duty (EHD-35) Machinehole Covers & Frames Cover: 728mm ø & 100 mm thick circular

cover, 35.00MT load design,100 x 2mm MS flat all round,16mm ø plain round bar for lifting the Rupees Two Thousand Four Hundred

cover & should be fitted with plastic cups. Frame:560mm ø clear opening, -888 x 888 x 175mm. On Nos 115.00 2403.80

Three And Paise Eighty Only

the upper periphery off rame 25x3 mm wide MS flat should be well embed in concrete to protect

the edges off rame. FRC E.H.D.-35 Machinehole cover & frame described as above.

7 Extra rate over item of excavation of earth for excavation of asphalt pavement/RCC of thickness

upto 0.30 meter including demolishing the asphalt carpet, metal, soiling/cutting Reinforcement etc.

comp. with stacking the material as directed. (i) up to 0.30 meter (By any type of Breaker Machine Sqmt 2660.50 202.00 Rupees Two Hundred Two Only

or R.C.C Cutter machine including cost of operator, fuel & transportation etc complete.

8 Refilling the pipeline trenches incl. ramming, watering, consolidating desposal of surplus stuff as

Rupees Twenty Two And Paise

directed within a radius of 3 km. m3 11531.20 22.22

Twenty Two Only

(1) refilling as directed

9 Core cutting 1500x1500mm size and Dismentaling of the existing structure including removing and

stacking the dismentelled materials as and directed (b) R.C.C Work 500mm thick No 2.00 5050.00 Rupees Five Thousand Fifty Only

Sr No. ITEM OF WORK Unit Total Qty Rate in Words Amount

10 Providing and casting in situ C.C. in grade M-15 (approx. corresp. to prop. 1:2:4) (proportions as

per mix design or as per Table 9 of IS456 2000 in masses by weigh batching ) using granite,

quartzite trap metal of size 6 mm to 20 mm for RCC work, including scaffolding centering, form Rupees Four Thousand Eight

work, needle vibrated consolidation, curing comp. up to 6 meter depth or height (excluding cost of cmt 150.94 4889.41 Hundred Eighty Nine And Paise Forty

reinforcement and neat finishing) with centering and shuttering/deshuttering etc. comp. for One Only

structure for other than water retaining.

11 Dewatering from pipe line trenches with all lead and lift including all rent ,labour and material and

carting use for dewatering In all sorts of soil and soft murrum, hard murrum and boulders, soft Rupees Seventeen And Paise

rocks, hard rock upto 1.5 mt depth from G.L.(GWSSB SOR 22-23 It-13 page-40) Seventeen Only

12 Providing and refilling with GSB incl. ramming, watering, levelling consolidating etc. complete as per

Rupees Three Hundred Fifty Four

standard and instruction of engineer in charge as above with required quality sand brought from Cmt 2843.75 354.99

And Paise Ninety Nine Only

outside including all lead.

VERTICAL DROP MACHINE HOLE

Constructing RCC Chamber built in RCC M30 grade concrete with TMT Fe-500 reinforcement

13 including PCC M 15, RCC M30 for wall, base slab and top slab, including formwork etc. complete.

Concrete work should be fair finish.

PCC M-15 Rupees Three Thousand Two

* cmt 0.51 3248.16 Hundred Forty Eight And Paise

i) Top Slab Rupees Eight Thousand Nine

cmt 0.23 8917.29 Hundred Seventeen And Paise

Twenty Nine Only

ii) Bottom Slab Rupees Eight Thousand Nine

cmt 0.45 8917.29 Hundred Seventeen And Paise

Twenty Nine Only

iii) Wall Rupees Eight Thousand Seven

cmt 5.25 8769.83 Hundred Sixty Nine And Paise Eighty

Reinforcement TMT Fe-500 Rupees Sixty Eight And Paise Thirty

Brick masonary wall inside of chamber 230mm in CM 1:6 Rupees Two Thousand Eight

* cmt 3.59 2860.32 Hundred Sixty And Paise Thirty Two

Rupees Two Hundred Ten And Paise

* 20mm thick water proof cement plaster in CM 1:3 smt 60.00 210.08

SAY Total Amount

SAY Total Amount

Sr No. ITEM OF WORK Unit Total Qty Rate in Words Amount

I / We am / are willing to carry out the work at __________% above / below __________ percentage (should be written in figures and words) of the estimated rates mentioned above. Amount

Estimated Amount put to Estimated Amount put to

Deduct _________ % Below. Add _________ % Above.

1 All work shall be carried out as per Public Works Department Handbook and other specifications of Division or as directed.

2 All columns in the Schedule should be filled in ink and the total of the entire in the last columns should be struck by the contractor under his signature.

3 Rates quoted include clearance of site (prior commencement of work and at its close) in all respects and hold good for work under all conditions, site, moisture, weather etc

4 To be continued on additional sheets, if found necessary.

5 The Labour Cess will be deducted as per prevailing rules i.e.1% of the work done.

6 Credit Value of Dismantle Material Rs.0.00 will be recovered in 1st RA bill of Contractor.

7 The bituminous work shall be carried out by the contractor or as under by utilizing.

8 For abnormal high or law rates payment of such items shall be regulated as per Govt. Circular letter No. Parach-102008-61-S dated 27-11-2008 attached with tender papers.

9 The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no extra payment shall be made.

10 GST and Income tax TDS will be deducted at a source while making payments of bills.

11 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in

Deputy Executive Engineer Add. City Engineer

Gandhinagar Municipal Corporation Gandhinagar Municipal Corporation

Gandhinagar Gandhinagar

Gandhinagar Municipal Corporation