BID DOCUMENTS FOR ANNUAL RATE CONTRACT FOR C.C. ROAD IN DIFFERENT AREA AT NADIAD MUNICIPAL CORPORATION, NADIAD, DIST.: KHEDA.

Providing and laying Granular sub base in required layer by providing coarse

graded material Grading - I using B.T. M.C. metal 40 mm to 63 mm at 35percent,

aggregate 10 to 20 mm at 45 percent and Course sand 2.36mm and below at

20percent (CBR more than 30percent) as per Table 400-2 of MORT&H

gradation including conveying the material at site of work, mixing and

spreading in to grade and camber, watering and consolidating at OMC with

vibratory roller including the cost of materials, labours etc. complete.

NADIAD MUNICIPAL CORPORATION - NADIAD

BID DOCUMENTS FOR ANNUAL RATE CONTRACT FOR C.C. ROAD IN DIFFERENT AREA AT NADIAD MUNICIPAL CORPORATION, NADIAD,

ANNUAL RATE CONTRACT FOR R.C.C. ROAD FOR NADIAD MUNICIPAL CROPORATION AREA

DESCRIPTION Estimated but may be UNIT RATE

Providing & laying spreading and compacting WBM Grade - II of B.T.M.C. metal

25mm to 90mm size (hand brocken) including using 20% (13+7%) filler i.e. stone

screeing 13.2 mm at the rate 0.16 Cumt. & 0.08 stone dust including spreading in

uniform thickness hand packing rolling with vibratory roller8-10 tonnes in stages to

proper garde and cmaber applying and brooming required types of screening/binding

materials to fill up the interstices of coarse aggregate watering and compacting to

the required density.

Providing and laying spreading and compacting Graded stone aggregate to wet

mix macadam as per MORT&H specification, including ore mixing the material

with water at OMC in mechanical mix plant, carriage ot mixed material by tippers

to site, laying in uniform layers in pot holes / cuts / petches on well prepared su-

face and compacting with vibratory roller to achieve the desire density.

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand

16.00 broken stone aggregates 40 mmnominal size) and curing complete excluding cost 1.00 Cu.M

of formwork in (A) Foundation and Plinth

Providing and laying cement concrete 1:4:8 (1- Cement: 4- coarse sand : 8- hand

17.00 broken stone aggregates 40 mm nominal size) and curing complete excluding cost of 1.00 Cu.M

formwork in (A) Foundation and Plinth

Providing and laying cement concrete 1:5:10 (1- Cement : 5- Coarse sand :

18.00 10- hand broken stone aggregates 40 mm nominal size) and curing complete 1.00 Cu.M

excluding cost of formwork in (A) Foundation and Plinth

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded

19.00 stone aggregates 20 mm nominal size) and curing complete excluding cost of 1.00 Cu.M

formwork in (A) Foundation and Plinth

Rolling and consolidation of soling including filling in depression which occur

during the process, with power roler 8 tonne to 12 tonne.

Providing and laying controlled cement concrete M.150 for curing complete

excluding cost of formwork and reinforcement for reinforced concrete work

in (A) Foundations, footings,Base of columns and Mass concrete

Providing and laying controlled cement concrete M.200 and curing complete

excluding the cost of formwork and reinforcement for reinforced concrete work

in (A) Foundations, footings, Base of columns and Mass concrete

Providing and laying controlled cement concrete M.250 and curing complete

excluding the cost of formwork and reinforcement for reinforced concrete work

in (A) Foundations, footings, Base of columns and Mass concrete.

NADIAD MUNICIPAL CORPORATION - NADIAD

BID DOCUMENTS FOR ANNUAL RATE CONTRACT FOR C.C. ROAD IN DIFFERENT AREA AT NADIAD MUNICIPAL CORPORATION, NADIAD,

ANNUAL RATE CONTRACT FOR R.C.C. ROAD FOR NADIAD MUNICIPAL CROPORATION AREA

DESCRIPTION Estimated but may be UNIT RATE

Providing and laying in position Ready Mixed M-150 grade concrete for reinforced

cement conctere work , using cement content as per approved Design Mix

manufactured in fully automatic batching plant and transported to site of work in

transit mixer for a lead up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for reinforced cement concrete

work including pumping of R.M.C. from transit mixer to site of laying, excluding the

cost of centering shuttering finishing and reinforcement including cost of admixtures

in recommended proportions as per IS: 9103 to accelerate/ retard setting of

concrete, improve workability without impairing strength and durability as per

direction of the Engineer - in - charge. Without Fly Ash (Min cement level as per

latest IS 456 shall be maintained)

Providing and laying in position Ready Mixed M-200 grade concrete for reinforced

cement conctere work , using cement content as per approved Design Mix

manufactured in fully automatic batching plant and transported to site of work in

transit mixer for a lead up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for reinforced cement concrete

work including pumping of R.M.C. from transit mixer to site of laying, excluding the

cost of centering shuttering finishing and reinforcement including cost of admixtures

in recommended proportions as per IS: 9103 to accelerate/ retard setting of

concrete, improve workability without impairing strength and durability as per

direction of the Engineer - in - charge. Without Fly Ash (Min cement level as per

latest IS 456 shall be maintained)

Providing and laying in position Ready Mixed M-250 grade concrete for reinforced

cement conctere work , using cement content as per approved Design Mix

manufactured in fully automatic batching plant and transported to site of work in

transit mixer for a lead up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for reinforced cement concrete

work including pumping of R.M.C. from transit mixer to site of laying, excluding the

26.00 cost of centering shuttering finishing and reinforcement including cost of admixtures 1.00 Cu.M

in recommended proportions as per IS: 9103 to accelerate/ retard setting of

concrete, improve workability without impairing strength and durability as per

direction of the Engineer - in - charge. Without Fly Ash (Min cement level as per

latest IS 456 shall be maintained) (Cement level 450 kg )

NADIAD MUNICIPAL CORPORATION - NADIAD

BID DOCUMENTS FOR ANNUAL RATE CONTRACT FOR C.C. ROAD IN DIFFERENT AREA AT NADIAD MUNICIPAL CORPORATION, NADIAD,

ANNUAL RATE CONTRACT FOR R.C.C. ROAD FOR NADIAD MUNICIPAL CROPORATION AREA

DESCRIPTION Estimated but may be UNIT RATE

Providing and laying in position Ready Mixed M-300 grade concrete for

reinforced cement conctere work , using cement content as per approved

Design Mix manufactured in fully automatic batching plant and transported to

site of work in transit mixer for a lead up to 10 kms having continuous

agitated mixer, manufactured as per mix design of specified grade for reinforced

cement concrete work including pumping of R.M.C. from transit mixer to site of

27.00 laying, excluding the cost of centering shuttering finishing and 1.00 Cu.M

reinforcement including cost of admixtures in recommended proportions

as per IS: 9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as per direction of the Engineer

- in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be

maintained) (Cement level 475 kg )

Providing and laying in position Ready Mixed M-350 grade concrete for

reinforced cement conctere work , using cement content as per approved

Design Mix manufactured in fully automatic batching plant and transported to

site of work in transit mixer for a lead up to 10 kms having continuous

agitated mixer, manufactured as per mix design of specified grade for reinforced

cement concrete work including pumping of R.M.C. from transit mixer to site of

28.00 laying, excluding the cost of centering shuttering finishing and 1.00 Cu.M

reinforcement including cost of admixtures in recommended proportions

as per IS: 9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as per direction of the Engineer

- in - charge. Without Fly Ash(Min cement level as per latest IS 456 shall be

maintained) (Cement level 500 kg )

Supplying promoulded bituminous joint filler.(i) 12mm thick

Supplying promoulded bituminous joint filler.(ii) 20mm thick

Supplying promoulded bituminous joint filler.(iii) 25mm thick

Filling in plinth with sand under floors including watering ramming,

consolidating and dressing complete

Filling in foundation and plinth with murrum or selected soil in layers of

33.00 20cm. thickness including watering, ramming and consolidating etc. complete. 1.00 Cu.M

Providing TMT Bar FE 550D reinforcement for R.C.C. work including bending, binding

and placing in position complete upto floor two level

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block

60mm thick with grade of concrete M300 pnumatic compressed / vibrated

35.00 mechanically and as per approved design Confirming to IS 15658 : 2006 including 35 1.00 Sqm.

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.

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block

80mm thick with grade of concrete M300 pnumatic compressed / vibrated

36.00 mechanically and as per approved design Confirming to IS 15658 : 2006 including 35 1.00 Sqm.

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.

NADIAD MUNICIPAL CORPORATION - NADIAD

BID DOCUMENTS FOR ANNUAL RATE CONTRACT FOR C.C. ROAD IN DIFFERENT AREA AT NADIAD MUNICIPAL CORPORATION, NADIAD,

ANNUAL RATE CONTRACT FOR R.C.C. ROAD FOR NADIAD MUNICIPAL CROPORATION AREA

DESCRIPTION Estimated but may be UNIT RATE

Providing and fixing pre-cast concrete kerb stone of gray cement based concrete

block 30cm length,30cm height and 15cm thick of M 200 grade concret as per

37.00 approved design and including excavation for fixing in proper line and level,filling the 1.00 Nos.

joint with C:M 1:3 (1cement:3fine sand) etc complete.

Renovation of manhole by increasing the height at top including cost of excavation,

refitting of c . I. manhole frame and cover curing etc. complete incl. all carting and

providing of materials which is required for the purpose (except manhole frame and

cover) --For all type manhole by providing RCC 1:2:4 Partition walls with required

reinforcement 25 cm thick and circular opening with 500mm clear dia and 0.40 mt.

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

39.00 design & Drawing including cost of reinforcement M.S.Angles or Flot, curing mold 1.00 Nos.

work etc.- Heavy Duty - Frame suitable for 50cm opening of MH

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

40.00 design & Drawing including cost of reinforcement M.S.Angles or Flot, curing mold 1.00 Nos.

work etc.- Heavy Duty - Cover suitable for 50cm opening of MH

Fixing all types of frame and cover in C.C. 1 :2:4 including carting etc.comolete

41.00 excluding cost of R. C. C. 1.00 Nos.

Providing & Laying M.S. Side rail of road thickness with necessry nut boit plates,

fixing as per width applaying plates vibrator, electric or diesel on channel comp. with

V.D. Systems (Trimix) by using the necessary equipments 7 material &

42.00 Machinery, such as running screed vibrator on prelaid M.S. channel for leveling 1.00 Sqm

vaccum pumps, floating & power trowling etc. compl. also including gruv cutting

and filling joint with bituminous every 5 mtr. (ind hardner)

Road marking with hot applied thermoplastic paints with reflectorising glass beads

on bitumin surface providing and laying a hot applied thermoplastic compound

mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of

2.5mm is excluding of surface applied glass beds as per IRC:35-2015. The finished

surface to be level, uniform and free from streaks and holes. zebra patta /bump

patta lane/center line/ edge line/cut patta. The white color marking should provide

43.00 liminance coefficinet on cemend road shalll be min 130 cd/m2/lux and Asphalt road 1.00 Sqm

shall be min 100 Mmcd/m2/lux during the service life during the day time. The

marking should meet the performance criteria for night time reflectivity, wet

reflectivity and skid resistance as mentioned in the section-15 of IRC 35-2015.

Warranty for the Retro reflectivity should be two years.

Supplying and fixing cat eye made out from Acrilo beautile sterine injuction high

compressed molding with reflector made of MMC (prismatic type of size 12cm x 6cm

x 2.5cm) provided with bituminous adhesive 100g. with each unit for fixing. (High

Intensity grade

NADIAD MUNICIPAL CORPORATION - NADIAD

BID DOCUMENTS FOR ANNUAL RATE CONTRACT FOR C.C. ROAD IN DIFFERENT AREA AT NADIAD MUNICIPAL CORPORATION, NADIAD,

ANNUAL RATE CONTRACT FOR R.C.C. ROAD FOR NADIAD MUNICIPAL CROPORATION AREA

DESCRIPTION Estimated but may be UNIT RATE

Reinforced Cement concrete Crash Barrier - Provision of an Reinforced cement

concrete crash barrier at the edges of the road, approaches to bridge structures and

medians, constructed with M-20 grade concrete with HYSD reinforcement

conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints

45.00 filled with pre-moulded asphalt filler board, keyed to the structure on which it is built 1.00 Rmt.

and installed as per design given in the enclosure to MOST circular No. RW/NH -

33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing

and at locations directed by the Engineer, all as specified - M25 Grade concrete

Provision of an Reinforced cement concrete new jersey crash barrier at themedians,

constructed with Reinforced cement concrete with HYSD reinforcement conforming

to confirming MoRT & H specifications and as per details given IRC:119(Fig.26)

46.00 includingdowelbars25mmdia,450mm long at expansion joints filled with pre- 1.00 Rmt.

moulded asphalt filler boardetc.,asper approved drawing and at locations directed

by the Engineer,all as specified. (Area-0.243 Sqm./Meter, Single Face - M25 Grade

Metal Beam Crash Barrier - Type - A, "W" : Metal Beam Crash Barrier (Providing and

erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet

metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel

vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below

47.00 ground/road level, all steel parts and fitments to be galvanised by hot dip process, all 1.00 Rmt.

fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical

post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per

I/We am/are willing to carry out the work @ _______% Above / Below___________Percentage (should be writen in figures and words) of the

Estimated Amount Estimated Amount

Put to Tender Rs. Put to Tender Rs.

Add % Rs. Deduct %Rs.

Total Rs. Total Rs.

(In Words) (In Words)

1. 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.

2. The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

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

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.

5. TPI & PMC Charges will be deducted from the Contractor’s each RA Bill up to 3% Maximum.

6. Bidder has to quote rates without GST, GST will be applicable extra on tender rate.

NADIAD MUNICIPAL CORPORATION - NADIAD

BID DOCUMENTS FOR ANNUAL RATE CONTRACT FOR C.C. ROAD IN DIFFERENT AREA AT NADIAD MUNICIPAL CORPORATION, NADIAD,

ANNUAL RATE CONTRACT FOR R.C.C. ROAD FOR NADIAD MUNICIPAL CROPORATION AREA

DESCRIPTION Estimated but may be UNIT RATE

Consulting Civil Engineer City Engineer

DD (OPC) PVT LTD Nadiad Municipal Corporation

Ahmedabad Nadiad

Deputy Minicipal Commissioner

Nadiad Municipal Corporation

Quantities rate and wordings od items are as per estimate and calculation in Sch. – B are arithmetically checked. Above all items of “Schedule

B” with item description, Unit, Rate & Amount have Verified by me and found ordeR

Stamp with signature of contractoR