MMGSY/SUVIDHAPATH

Item Rate in

(with brief specification and reference to Quantity Unit Amount

No Figures

book of specifications)

1 Box cutting the road surface to proper slope and camber for 482.00 Cu.Mt 117.60

making a base for road work including Rolling and

Consolidation of soling incuding filling the depressions which

occur during the process with vibratory roller 80 to 100 KN

static weight & removing the excavated stuff and depositing

on the road side slope as directed up to 50mt. Lead.

2 Demolition including stacking of serviceable materilas and 405.00 Cu.Mt 1082.35

disposal of unserviceable materials with all lead and lift. (i)

R.C.C. work

3 Conveyance of excavated earth/ unsuiable material available 444.00 Cu.Mt 248.91

from box cutting/ scarifying the existing road surface etc. up to

1.0 km. lead including loading, unloading and spreading the

material on road side as and where directed.

4 Providing laying and spreading mix material gradation 145.00 Cu.Mt 1791.57

equivalent to GSB grade II ,MCBT Metal 20-40 mm with fine

aggrigate material in required proportion so as to have

mixing in place with rotavator and grading with mortar grader

at OMC and compacted with vibratory roller 80 to 100 KN

static weight to achieve desired density etc. complete

5 Construction of dry lean cement concrete Sub- base over a 304.00 Cu.Mt 3211.80

prepared sub-grade with coarse and fine aggregate

conforming to IS: 383, the size of coarse aggregate not

exceeding 25 mm, aggregate cement ratio not to exceed 15:1,

aggregate gradation after blending to be as per table 600-1,

cement content not to be less than 220 kg/ cum, optimum

moisture content to be determined during trial length

construction, concrete strength not to be less than 10 Mpa at

7 days, mixed in a batching plant, transported to site, laid with

a fixed form paver or conventional method, compacting with

80-100 KN static Weight vibratory roller, finishing and curing

etc. complete.

6 Construction of un-reinforced, dowel jointed, plain cement 810.00 Cu.Mt 6514.50

concrete pavement over a prepared sub base with concrete

grade M30,coarse and fine aggregate conforming to IS

383,maximum size of coarse aggregate not exceeding

mm, mixed in a batching and mixing plant as per approved

mix design, transported to site, laid with a fixed form or slip

form paver, spread, compacted and finished in a continuous

operation including provision of contraction, expansion,

construction and longitudinal joints, joint filler, separation

membrane, sealant primer, joint sealant, debonding strip,

dowel bar, tie rod, admixtures as approved, curing compound,

finishing to lines and grades as per drawing

Description of Item

Item Rate in

(with brief specification and reference to Quantity Unit Amount

No Figures

book of specifications)

7 Supplying and fixing reinforced concrete heavy duty non- 60.00 Rmt 649.92

pressure pipes with collars for culverts carrying heavy traffic

as per IS 458-1991 specifications including setting the pipes

in C.M. 1:2 watering and laying (to level or slopes) of class

NP3 of following internal daimeters.(i) 300mm dia.

8 Providing and fixing pre-cast Rubber Dye / steel Dye 486.00 Sq.Mt. 686.90

inter locking concrete block 60 mm thick with grade of

concrete M300 pnumatic 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.

9 Providing & fixing logo board of Suvidhapath as per standard 1.00 No 2268.40

design of National Rural Road Development Agency diamond

size 600 x 600 mm , 1.50mm thick plate & board size 900 x

250mm , 1.50mm thick M.S. plate and 2.40 meter deep length

single angle 75 x 75 x 6 mm size incl. fitting & painting

lettering with luminous colour as per drawing including fixing

in C.C. 1:3:6 etc. complete.

10 Informatory Signs :-Providing and fixing sing boards made out 1.00 No 3741.44

of 2mm aluminium sheet; size 80 x 60cms.rectangle as per

the design of IRC-67-1977 pre treated with phospheting

process & acid teching; coated with one coat of epoxyprimer

and two coats of best qualityepoxy paint; reflectorised with

retro refiective sheeting as per latest M.O.S.T. Specifications;

3.1m long stand postand frame fabricated from suitable

sizeiron angle of 35 x 35 x 3mm75x75x6mm as required;

painted with best qualityepoxy coatings in black and

whitebends. the details of symbol for eachboard shall details

of symbol for eachboard shall be as per the instruction

ofengineer in charge. The fixing at site shall be in 1:2:4 CC

block of size 45 x45 x 60cms. for each leg. including

excavation curing tec. complete under the supervision of

engineer in charge.(A) Engineer Grade(VR)..

I / We am / are willing to carry out the work at ________________________________ % above /

below percent (should be written in figure and words) of the estimated mentioned above. Amount of my / our tender

works out as under

Estimated amount put to Estimated amount put to

Tender Rs. __________________ Tender Rs. __________________

Deduct ________ % below Rs. ____________ Add _______ % above Rs.___________

Net Rs. _______________________________ Total Rs. _________________________

In words ______________________________ In words ________________________

(* Please strike out whichever is not applicable)

1. All work shall be carried out as per public works Department Handbook and other specifications of Division or as

2. All the columns is Schedule should be filled in ink and the total of the entries in the last column should be struck by the

contractor under his signature.

Description of Item

Item Rate in

(with brief specification and reference to Quantity Unit Amount

No Figures

book of specifications)

3. Rates quoted include clearance of site (Prior commencement of work and as 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 shall have to be deducted from payable bill as per prevailing Rules.

6. For abnormal high or law rates payment of such items shall be regulated as per Govt. circular No. PARACH / 102008 /

61 / C, Dt. 03/05/2008 attached with tender papers.

7. The contractor is totally responsible to bare all applicable taxes i.e. G.S.T. etc. & Department will not entertain any

contractor representation to reimburse any financial burden due to applicable taxes, i.e. G.S.T. etc.

Signature of Deputy Executive Engineer Executive Engineer

the Contractor. Panchayat (R&B) Sub Division Panchayat (R&B) Division

PETLAD Anand