BID DOCUMENTS FOR CONSTRUCTION WORK OF C.C. ROAD, PAVER BLOCK ROAD, DRAINAGE LINE (SEWER LINE) IN VARIOUS AREA AT BALASINOR.,DIST. MAHISAGAR.UNDER SWARNIM JAYNTI MUKHYA MANTRI SAHERI VIKAS YOJANA (UDP88)(YEAR: 2025-26) GRANT.SECOND ATTEMPT

NAME OF WORK :- CONSTRUCTION WORK OF C.C.ROAD, PAVER BLOCK ROAD, DRAINAGE LINE(SEWER LINE)IN VARIOUS

AREA AT BALASINOR.,DIST.: MAHISAGAR.SECOND ATTEMPT

GRANT: SWARNIM JAYNTI MUKHYA MANTRI SAHERI VIKAS YOJANA (UDP-88)(YEAR: 2025-26)

RECEPITULATION SHEET

Schedule- Name of Work AMOUNT in Rate In Words

1 CONSTRUCTION WORK OF PAVER BLOCK PAVING AT 1331300.00 Rupees Thirteen Lakh(s) Thirty One

KEDARESHWAR MAHADEV DHAL ROAD NEAR JALARAM MANDIR Thousand Three Hundred Only

CHOWK AT BALASINOR.

2 CONSTRUCTION WORK OF C.C. ROAD AT JOINT ROAD OF 496000.00 Rupees Four Lakh(s) Ninety Six

AMBEDKAR BHAVAN ROAD TO BHARATBHAI RAMUBHAI HOUSE Thousand Only

(NAVA PLOT VISTAR) AT BALASINOR.

3 CONSTRUCTION WORK OF C.C. ROAD AND DRAINAGE LINE(SEWER 504400.00 Rupees Five Lakh(s) Four Thousand

LINE)FROM JOINT ROAD OF PARSHOTTAM BHUVAN HOUSE TO Four Hundred Only

ARVINDBHAI MUDJIBHAI TALATI HOUSE (NAVA PLOT VISTAR) AT

Total Rs, 2331700.00 Rupees Twenty Three Lakh(s) Thirty One

Thousand Seven Hundred Only

I / We am/are willing to carry out the work at _____________ % above / below (percent should be written in figure and in words) of the estimated rates

mentioned above. Amount of my/our tender works out as under.

( In words ) _________________________ percentage above / below the estimated rate.

Estimated Amount put to tender Rs.

Deduct _______ % below Rs. Rs.

Estimated Amount put to tender Rs.

Add _______ % above Rs. Rs.

Total Amount Rs.

Total Amount Rs.

*( Please strike out whichever is not applicable)

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

Note :2 Rates quoted include clearance of site (prior commencement of work and its close) in all respects and hold good for work under.

Note : 3 I/ We have read the conditions mentioned in this tender and agree to abide by the same.

Note : 4 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 R.C.C. items where there is a change as per actual mix design the cost of difference of cement

consumption have been deducted from the rate of original item at the rate of input rate mentioned in all the tender.

Signature of Contractor Chief Officer

Balasinor Nagarpalika

SBD SECTION-7 BILL OF QUANTITIES-

BALASINOR MUNICIPALITY, BALASINOR

ESTIMATE FOR CONSTRUCTION WORK OF PAVER BLOCK PAVING AT KEDARESHWAR MAHADEV DHAL

ROAD NEAR JALARAM MANDIR CHOWK AT BALASINOR.

Qty. Description Total Rate Unit Amount

1 226.00 Box cutting the road surface to proper slope and camber for

Cu.m making a base for road work including removing the excavated

stuff and depositing on the road side slope as deirected up to

m.lead. 109.41 Cu.m

2 1506.50 Providing and fixing pre-cast Rubber Dye/steel Dye inter locking

Sqm. concrete block 60mm thick with grade of concrete M30

pneumatic compressed/vibrated mechanically and as per

approved design Confirming to IS 15658 : 2006 including 35 mm

Sand layer for levelling and filling the joint with sand in proper

line and level as per guidlines of IRC : SP 63-2018 etc.

Complete. 706.77 Sqm.

3 242.00 Providing cement vata (10cm x 10cm size) quarter round in

Rmt. cement mortar 1:1 including neat cement finishing watering etc.

complete. 24.28 Rmt.

Add :- 2% of Contingency Charges Rs.

Add :- 1% of Qaulity Controll Rs.

SBD SECTION-7 BILL OF QUANTITIES-160

BALASINOR MUNICIPALITY, BALASINOR

ESTIMATE FOR CONSTRUCTION WORK OF C.C. ROAD AT JOINT ROAD OF AMBEDKAR BHAVAN ROAD TO

BHARATBHAI RAMUBHAI HOUSE (NAVA PLOT VISTAR) AT BALASINOR.

Qty. Description Total Rate Unit Amount

1 178.50 Box cutting the road surface to proper slope and camber for

Cu.m making a base for road work including removing the excavated

stuff and depositing on the road side slope as deirected up to

m. lead. 109.41 Cu.m

2 61.50 Providing and laying compacted B.T. Metalling (45 to 63 mm size)

Cu.m using Stone screening 13.2 mm of 0.16 Cmt./10 Smt. and

Cmt./10 Smt., Stone Dust including spreading in uniform layer,

watering and consolidation by vibratory roller achived the desired

density, as per clause. 404 of M.O.R.T. & H. specification etc.

3 61.50 Providing and laying cement concrete work M-200 1:1.5:3 (1

Cu.m Cement : 1.5 coarse sand : 3 graded stone aggregates 20mm

nominal size) and curing complete exculding cost of form work and

reinforcement for reinforced concrete work in. (A) Foundations,

footings, base or columns and mass concrete.

4 510.00 Labour charges for concreting with vacume dewatering Technique

Sqm. (Trimix or equivalent type) including loading, unloading, carting,

companing complete with "C" channelas as per requirement and

labour charges on directed by Engineer-in-charge.

Add :- 2% of Contingency Charges Rs.

Add :- 1% of Qaulity Controll Rs.

SBD SECTION-7 BILL OF QUANTITIES-161

BALASINOR MUNICIPALITY, BALASINOR

ESTIMATE FOR CONSTRUCTION WORK OF C.C. ROAD AND DRAINAGE LINE(SEWER LINE)FROM JOINT ROAD

OF PARSHOTTAM BHUVAN HOUSE TO ARVINDBHAI MUDJIBHAI TALATI HOUSE (NAVA PLOT VISTAR) AT

Qty. Description Total Rate Unit Amount

1 135.00 Box cutting the road surface to proper slope and camber for

Cu.m making a base for road work including removing the excavated

stuff and depositing on the road side slope as deirected up to 50 m.

lead. 109.41 Cu.m

2 36.00 Providing and laying compacted B.T. Metalling (45 to 63 mm size)

Cu.m using Stone screening 13.2 mm of 0.16 Cmt./10 Smt. and

Cmt./10 Smt., Stone Dust including spreading in uniform layer,

watering and consolidation by vibratory roller achived the desired

density, as per clause. 404 of M.O.R.T. & H. specification etc.

complete. 1305.09 Cu.m

3 36.00 Providing and laying cement concrete work M-200 1:1.5:3 (1

Cu.m Cement : 1.5 coarse sand : 3 graded stone aggregates 20mm

nominal size) and curing complete exculding cost of form work and

reinforcement for reinforced concrete work in. (A) Foundations,

footings, base or columns and mass concrete.

4 300.00 Labour charges for concreting with vacume dewatering Technique

Sqm. (Trimix or equivalent type) including loading, unloading, carting,

companing complete with "C" channelas as per requirement and

labour charges on directed by Engineer-in-charge.

5 117.00 Excavation for foundation upto 1.5 m depth including sorting out

Cu.m and stacking of useful materials and disposing off the excavated

stuff upto 50 Meter lead.(A) Loose or soft soil

6 114.50 Filling available excavated earth (excluding rock) in trenches.

Cu.m plinth, sides of foundations etc. in layers not exceeding 20 cm. in

depth consolidating each disposited layer by ramming and

SBD SECTION-7 BILL OF QUANTITIES-162

7 80.00 Providing and supplying ISI Standard R.C.C. pipes(of Sulphate

Rmt. Resisting Cement) 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

departmental stores, stacking etc. 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.

Class NP3 Test Pressure 0.7 Kg/sq.cm 421.17 Rmt.

200 mm Dia Pipe

8 80.00 Lowering, laying and jointing R. C. C. pipes in C. M. 1:1 1/2

Rmt. 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 ISI code. 88.88 Rmt.

9 2.00 Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement

Each. :2-coarse sand : 4-graded stone aggregate 20mm nominal size)

foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6-Brick

bats 40 + 50mm size) inside plastering 15mm thick with Cement

Mortar 1:3 (1-Cement : 3-coarse sand) finished with a floating coat

of neat cement and making channels in cement concrete 1:2:4 mix

(1-Cement :2-Coarse sand :4-stone aggregate 20mm nominal size)

finished smooth complete including curing and festing (i) Inside

size 900mm x 1200mm and 1.5M. deep including C.I. cover with

frame size 560mm diameter total weight of cover and frame to be

not less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame

Kg.)(A) With 230mm thick walls of brick msonry using brick having

crushing strength not less than 35Kg./ Sq.cm. in Cement Mortar 1:5

(1- Cement: 5-Coarse sand) (2) B type depth 1.50 Metre for

200mm diameter sewer.

10 RCC precast M.H. Frame & Cover : RCC precast M.H. Frame &

cover Manufacture, supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to drainage M.H. and

as per type design & Drawing including cost of rainforcement M.S.

angles or Flat, cutting mold work etc.

House connection chamber Light Duty

5.00 Frame 813.00 Each.

5.00 Cover 920.00 Each.

SBD SECTION-7 BILL OF QUANTITIES-163

11 5.00 Chamber for House Connection : providing and constructing

Each. rectangular brick masonry chamber for house connection as per

type design in brick masonry in C.M. 1:3 including M-100 in

foundation M-150 in benching inside plastering in C. M. 1:3 coping

in M200 and fixing RCC precast manhole frame and covers, but

Excl, supply of manhole and cover etc. complete excl. excavation.

Add :- 2% of Contingency Charges Rs.

Add :- 1% of Qaulity Controll Rs.

SBD SECTION-7 BILL OF QUANTITIES-164