Allahabad Development Authority Tender
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Allahabad Development Authority - ADA Tender
Eprocure
Opening Date3 Dec 2018
Closing Date10 Dec 2018
Tender Amount₹ 1,17,33,000
Costs
EMD
₹ 7,87,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tender for Construction of Service Road Medical Crossing
Description
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Contact
Tender Id
2018_ADAUP_279487_1Bid Award Id
ViewTender No
ADA/MGMarg/101218Tender Authority
Allahabad Development Authority ViewPurchaser Address
-Website
http://http://adaallahabad.in/
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Documents
BOQ Items
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Construction of granular sub-base (GSB)in two layers by providing coarse graded material as per table 400-2 (grading-1) of MORT and H specification mixing by mix-in-place by at OMC Carriage of mixed material to site spreading in uniform in two layers with mortar graded (110 HP @ 50 cum per hour) on prepared surface and compaction with vibratory roller of 8-10 tonnes to achive the desired (minimum 98% of maximum dry density for the material ) including suplly of all materials, Labour,T&P etc. required for proper completion of the work as per clause 401 of MORT & H specification and as per direction of E/I (AR)
1260
2237760
1776
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Providing ,Laying ,Spreding and Compaction wet mix macadam(WMM) graded stone aggregate with wet mixed plant of 75 tonnes per hour capacity as per table 400-11-08 MORT & H specifications including premixing the material with water at OMC in mechanical mix plant ,carriage of mix material by tipper to site laying in uniform layers with paver and compact with vibratory roller of 8-10 tonnes to achive the desired (minimum 98% of mximum dry density for the material) density, incuding of all materials, labour, T & P etc. required for proper completion of the work as per clause 406 of MORT & H specifications and as per direction of E/I (AR).
945
2577015
2727
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Providing and applying primer coat with 80/100 (VG 10) bitumen using emulsion pressure distributor at the rate of 0.70 kg / sqm. on the prepared bituminus/granular surface cleaned with mechanical broom including prsupply of all materials, labour ,T & P etc.required for proper completion of the work as per clause 503 of MORT & H specifications and as per direction of E/I. (AR)
6300
155610
24.7
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Providing and applying tack coat with 80/100 (VG 10) betumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm. On the prepared betuminus/granular surface cleaned with mechanical broom incuding supply of all materials,labour, T & P etc. required for proper completion of the work as per clause 503 of MORT & H specifications and as per the direction of E/I (AR).
6300
92610
14.7
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Providing & Laying of bituminus macadam with 100-120 TPH (Tonnes Per Hour) hot mix plant producing an average output of 75 tonnes per hour using crused agregate of grading II (19 mm nominal size ) premixed with 80/100 (V G-30) @ 3.25% by wieght of total mix ,transporting the mixed material from the hot mix plant to the work site and laid over a previously prepared surface with pver finisher (hydrostatic with sensor control ) to the required grade ,level and alignment and rolled with smooth wheeled 8-10 tonnes for initial break down rolling , vibratory rollor 8 tonnes for intermediate rolling and finish rolling 6-8 tonnes smooth wheeled tandem roller to achieve desired compaction and incuding supply of all materiak,labour,T & P etc. required for proper completion of the work as per clause 504 of MORT & H specification and as per direction of E/I .(AR)
315
2716875
8625
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Providing & Laying bituminus Concrete with 100-120 TPH batch type HMP producing an average out put of 75 tonnes per hour using crussed aggregatesof specified grading ,premixed with VG-30 @ 5.4 to 5.6 % of mixed and filler ,transporting the hot mix to work site ,Laying with a hydrostatic paver finisher with sensor control to the required grade ,level and alignment ,rolling with smooth wheeled ,vibratory and tendem rollers to achiev the desred compaction as per MORT specification clause 509 complete in all respacts.
157.7
1719560
10904
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PROVIDING & FIXING of Pre moulede Mechanically Compressed Controlled Vibration Kerb Stone Compressing upper tapered of plan size 400 x 250 x 120 MM WITH TOE WALL with 1:3 cement and coarse sand mortar . The compressive strength of kerb stone shall not be less than 20 MPa I/C cost of All material, labour , T & P etc. required for proper completion of the work as directed by Engineer In charge but excluding U.P.T.T which shall be paid extra as per rules
1800
835200
464
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Providing and fixing of Pre moulede Mechanically Compressed Controlled Vibration K. C DRAIN CC BLOCKS Compressing upper tapered of plan size 300 X 250 x 100 MM with 1:3 cement and coarse sand mortar . The compressive strength of C C BLOCKS shall not be less than 20 MPa I/C cost of All material, labour , T & P etc. required for proper completion of the work as directed by Engineer In charge but excluding U.P.T.T which shall be paid extra as per rules
1800
424800
236
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R C C work with cement, approved coarse sand and 20mm gauge approved stone grit in praportion of 1 : 1.5 : 3 in slabs excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and supply of all materials,labour,T & P etc. required for proper complition of the work including cost of binding wire .The rate excludes making of drip course which shall be paid extra.
18
145080
8060
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M.S. or Iron work in Plain work such as RCC or R.B. work including bending for proper shape and including supply of steel & its wastage bend, hooks and authorized overlapping shall be measured and including cost of binding wire. (SI. 504/2018)
21.7
149643
6896
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Providing and laying Non Pressure NP2 Class light duty RCC pipe with collers jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 Cement : 2 fine sand) including testing of joints etc. Complete. (DSR 19.6.2/2016)
200
71340
356.7
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