UPGRADATION OF FISH LANDING CENTER AT NAVIBANDAR DISTRICT PORBANDAR.

Name of the Work: Upgradation of Fish Landing Centre at Navibandar, District Porbandar

Quantity Unit Description Rate in Figures Rate in words Amount

Earth work in excavation, in ordinary rock not requiring blasting using

hydraulic excavator, for foundation of structures such as wharf wall,

abutment, wing wall, return wall or such other structure including setting

1 14,550.00 Cum out, shoring and bracing, dressing of sides and bottom, all lift and 211.09 Rupees Two Hundred Eleven and Nine Paisas Only

disposing the excavated stuff upto lead of 1000 m, all cost of dewatering,

if any complete as per drawings and

technical specifications.

Back filling behind whaft wall, abutment, wing wall return wall or such

Rupees Eight Hundred Seventy One and Forty Two Paisas

2 11,484.00 Cum other structure using hard rubble stone including arranging in section 871.43

hand packing, ramming etc. complete as per drawing and technical

Making precast concrete blocks of design mix cement concrete grade

M30 using minimum cement 405 kg/cum (Sulphate Resisting Portland

Cement) and graded crushed stone aggregates 40 mm nominal

Rupees Nine Thousand Two Hundred Eighty Seven and

3 8,190.00 Cum maximum size for wharf wall section or such other structure including the 9,287.28

Twenty Eight Paisas Only

cost of formwork, using admixture (super plasticizer) @ 0.4 % of weight

of cement, vibrating, curing etc. complete as per drawing and technical

specifications.

Loading, transporting, placing and arranging precast concrete blocks

weighing upto 20 MT in the section of wharfwall or such other structure Rupees One Thousand One Hundred Seventeen and

including arranging as per drawing and using all required machineries Twenty Six Paisas Only

Providing and Laying design mix cement concrete M30 grade using

minimum cement 405 kg/cum (Sulphate Resisting Portland Cement) and

graded crushed stone aggregates 40 mm nominal maximum size in the

Rupees Eight Thousand One Hundred Eighty and Forty

5 260.00 Cum section of wharf wall, abutment , wing wall, return wall or such other 8,180.40

structure using vibrator, excluding the cost of reinforcement but including

form work, all lead and lift complete as per drawing and technical

Supplying and Fixing CI Bollards all as perdesign/type as shown in the

Rupees Nine Thousand One Hundred Fifty and Sixty

6 19.20 q drawing excluding thecost of bolts, nuts, washers etc. complete including 9,150.60

two coats of paint over one coat of red lead paint.

Supplying and fixing old tyre fenders of approved quality (fixtures to be Rupees Eleven Thousand Seven Hundred Forty Nine and

paid separately) Seventy Three Paisas Only

Installing heavy duty anchor bolts or foundation bolts for fixing fenders /

ladders / bollards to the existing concrete using stainless steel anchor rod

and adhesive capsule (Chemical anchor) including drilling hole, cleaning

the same with blow out pump and brushing, filling chemical adhesive

capsule and inserting anchor bolts etc.complete with following Rupees Three Thousand Eight Hundred Eighty Eight and

specifications. Seventy Paisas Only

(I) SS (non magnetic) threaded anchor rod dia...24 mm

(III) Fastenable thickness upto ...........................54 mm

Name of the Work: Upgradation of Fish Landing Centre at Navibandar, District Porbandar

Quantity Unit Description Rate in Figures Rate in words Amount

Supplying necessary galvanized iron fixtures of approved quality and

9 3,370.00 Kg design for fixing fenders including bolts, nuts, washers chain etc. 96.15 Rupees Ninety Six and Fifteen Paisas Only

Supplying, bending, hooking and binding thermomechanically treated

10 2,72,540.00 Kg (TMT) corrosion resistant Fe-500D grade bar reinforcement including 86.86 Rupees Eighty Six and Eighty Six Paisas Only

placing in position etc. complete upto floor two level.

Providing anticorrosive treatment to TMT bars with FUSION BONDED

EPOXY COATING (FBEC) confirming to IS13620:1993 at approved plant

Rupees Seven Thousand Six Hundred Fifteen and Forty

11 272.54 t including testing of coating as per relevent IS, before bringing the coated 7,615.40

bars on site but excluding To & Fro transportation of bars for sending at

plant site etc. complete

Supplying and laying of thermally bonded 215 gsm non woven geotextile

12 2,012.50 Sqm terram 2000 between specified layers as per technical specification 98.98 Rupees Ninety Eight and Ninety Eight Paisas Only

including all texes as directed by EIC.

Construction of granular sub-base by providing coarse graded material of

required grading (Black trap), spreading in uniform layers by mechanical

Rupees Nine Hundred Eighty One and Thirty One Paisas

13 234.00 Cum means on prepared surface, mixing by mix in place method with 981.32

rotavator at OMC, and compacting with vibratory roller to achieve the

desired density, complete as per Clause 401 of MORT & H specification.

Construction of dry lean cement concrete sub-base over a 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

of MORT & H specifications, Sulphate resisting Portland cement content

Rupees Two Thousand Seven Hundred Ninety Two and

14 129.00 Cum not to be less than 150 kg/cum, optimum moisture content to be 2,792.36

Thirty Six Paisas Only

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 paver, compacting with 8 to 10 tonne vibratory roller, finishing

and curing etc complete as per clouse no 601 of MORT & H

specifications.

Name of the Work: Upgradation of Fish Landing Centre at Navibandar, District Porbandar

Quantity Unit Description Rate in Figures Rate in words Amount

Providing and laying cement concrete pavement of specified thickness

over a prepared sub-base with concrete of Grade M30 using Sulphate

resisting Portland cement minimum @ 365 kg/cum, coarse and fine

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

exceeding 25 mm, mixed in a batching and mixing plant as per approved

mix design, transported to site, laid with a paver, spread, compacted and

15 391.00 Cum finished in a continuous operation including provision of contraction, 5,012.30 Rupees Five Thousand Twelve and Thirty Paisas Only

expansion, construction and longitudinal joints, joint filler, sealant primer,

joint sealant, debonding strip, dowel bar, tie rod, admixtures (super

plasticizer) @ 0.4 % by weight of cement, curing finishing to lines and

grades as per drawing complete as per clause no. 602 of MORT & H

specification (Reinforcement in form of dowel bars, tie bars etc. to be

paid separately).

Mobilization and demobilization of all machineries and equipments for the Rupees Sixty Six Lacs Five Thousand Four Hundred

entire work after approval of EIC Fourteen and Eighty Seven Paisas Only

I/We ……………………………………………………………….. am/are willing to carry out the work at…………………………... % above/below (Should be written in figures and words) of the estimated rates

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

Estimated amount put to tender: Rs. 13,74,05,709.44 Estimated amount put to tender: Rs.

Deduct…………..% below Add…………...% above

Net Rs. Net Rs.

Net (in words) Net (in words)