Jhansi Development Authority Tender
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The JDA has issued a formal invitation for competitive bids for the Jhansi Development Authority project, for Counstruction For Pmay Awas Gram-karari Aantrik Vikas Karya At-karari in Jhansi, Uttar Pradesh, with an estimated contract value of Rs. 3,02,58,070. The bid opening date for this tender is 31-08-2019 and the last date for bid submission is 13-09-2019. Interested bidders for Jhansi Development Authority tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Jhansi Development Authority - JDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date31 Aug 2019
Closing Date13 Sep 2019
Tender Amount₹ 3,02,58,070
Costs
EMD
₹ 17,12,910Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_UPJDA_376169_1Bid Award Id
ViewTender No
740/JDA/E-Ni.Su/(2019-20)Tender Authority
Jhansi Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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same as in item no. 251 above but excavation in mixed with moorum/shingle/kankar requiring the use of spacial T&P such as pickaxes sabbals etc. but lead up to 5 km SOR No.252+ 231(a)
5451
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-
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pipe NP2 class 300 mm dia
800
-
300
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finishing wall with water proofing cement paint of approved make and quality on new work with two coat to given an even shade. Including supply of all material, labour and T&P etc. required for proper completion of the work. SOR No.660
470
-
51.3
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laying and fixing (1:3 cement and coarse sand mortar ) of hume pipe in proper complete as per direction of Engineer-in-charge. SOR No.new item-2
728
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212
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cement concrete with 4 cm (1.5") guage approved stone ballast, approved coarse sand and cement in the proportion of 6:3:1 including supply of all materials, labour and T&P etc. SOR No.280
-
-
4205
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pvc pipe supreme 6 kg/cm2 SI-71(III) SOR No.71(iii)
120
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770
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Supplying of 40 mm stone ballast (ix) SOR No.(ix)
-
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685
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Providing and laying bituminous concrete grade-ii B.C. with 100 TPH batch type H.M.P producing an avarage output of 75 tonne per hours using crushed aggregate of specified grading, premixed with bituminous binder @5.4 of mix and filler transporting the hot mix to work site applying with a hydrostatic paver finisher with sensor control to the required grade level and alignment rolling with smooth control wheeled , vibrotory and tandem rollers to achive the desired compaction as per M.O.R.T & H. specification clause no.509 compact in all respect SOR No.clause no-509
42
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8262
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first class brick work in 1:5 cement and fine sand of 1.25 F.M. mortar in foundation and plinth beam including supply of all materials, labour T&P etc. required proper completetion of the work SOR No.304
-
-
5590
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Providing and applying tack coat with bitumen vG-10 using bitumen pressure distributer at the rate of 0.35 kg /sqm on the prepared granular surface cleaned with mechanical broom SOR No.clause no-503
1397
-
16
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supplying of stone grit 20mm gauge SI-4(iii) SOR No.4(iii)
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1095
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boring 8" dia 20 m depth
120
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278.8
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supply of M.S. grill of a approved quality and drawing made of flat iron not bigger than 20x4 mm size including supply of materials febrication, labour, T&P and also one coat of red oxide paint complete in all respect as per direction of engineer-in-charge for proper completion of work at site SOR No.SI-3
16
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7967
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12 mm cement plaster(1 cement: 4 fine sand) in single coat on Ffair side of single or half brick wall for interior plastering upto floor two floor level including internal rounded angles chamfers, and rounded angles not exceeding 80 mm in grit finished even and smooth. SOR No.17.58
(ii) 1 cement :4 fine sand
256.4
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140
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Providing and applying primer coat with bitumen emulsion (shlow setting -2) on prepaired surface of granular base including cleaning of road surface and spraying primer @ of 0.70 kg/sqm using mechnical means as per technical specification clause 502. SOR No.clause 502
1397
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31.1
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Providing and applying tack coat with bitumen vG-10 using bitumen pressure distributer at the rate of 0.30 kg /sqm on the prepared granular surface cleaned with mechanical broom SOR No.clause no-503
1397
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14
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Providing and laying of 60 mm interlocking concrete block pavement laid in stone dust base and fill joints with fine sand. Joint filled after labling and dressing base including supply of all materials labour T&P etc. required proper completion of the work. SOR No.new item-4
168
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700
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providing and laying damp proof course 2.5 cm thick with cement concrete 1:2:4 (1 cement, 2 coarse sand, 4 graded stone aggregate 10 mmnominalize) and curing complete SOR No.NEW ITEM-1
54
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300
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providing and fixing 1 mm thick M.S. sheet garage door with frame of 40x40x6 mm angle iron , 3.15 mm thick M.S. Gusset plates at the junctions corners. Including supply and fixing of necessary fittings, lock rail of 15" length of oxidised iron and including paintels, hooks at the top and applying a priming coat of red lead paint on all sides complete SOR No.SI-517
(a) using MS. Flat 40x6 mm for diagonal bracings and central cross piece details of cost for a double leaf door. Size (2.4x1.2) 2 nos
6
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2275
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supplying and fixing of pavement maker (Cat Eye) type X-ASTMD-4956-04 avery dennison /3-M (USA Maker ) consisting of ASA plastic housing filled with lightly adherent plotting compound. The housing shall contain prismatic two glass covered prismatic reflective face to reflect incident light SOR No.SI-11
116
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325
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constructing masonry chamber 60x60x75 cm insidecin brick work in cement mortar 1:4 (1 cement :4 coarse sand)for stop cock, with C.I. surface box 100x100x75 mm (inside) with higed cover fixed in cement concrete slab 1:2:4 mix (1 cement 2 coarse sand: 4 gradead stone affregate 20 mm nominal size) i/c necessary excavation, foundation concrete 1:5:10 (1 cement 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: fine sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design SOR No.cpwd-19.29
with common burnt clay F.P.S (non modular) bricks of class designation 7.5
22
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4384
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First class brick work in 1:5 cement and fine sand of 1.25 F.M. Mortar in well steining with ordinay bricks add item no-304 SOR No.316
58.2
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6601
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Add to item no 251-253 for every additional 30 m (100') lead or part of 30 m(100') or for every additional 1.5 m (5') lift or part of 1.5m SOR No.254
3138
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20.4
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providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) and also included labour cost SOR No.cpwd3096
© 65 mm nominal bore
21
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2010
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Construction of granular sub base (GSB) by provding graded material spreading in uniform layers with rotavator at O.M.C. and compacting with vibratory roller to achive the desired density complete as per M.O.R.T & H specifications clause no-401 SOR No.clause no-401
350
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1619.2
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fixing of following size of G.I. pipe B class jindal J.C.T. m with G.I. fittings I.S.I. marks and clamps including making good celling and floor including supply of all materials labour, T&P, etc. required proper co2mpletion of the work (a) 25 mm dia SOR No.cpwd-1547
71
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99
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Providing and laying -spreading and compacting graded stone agreegate to wet mixed macadam specifications including premixing the materials with water at OMC in mechnical mix plant carriage of mixed materials by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepaired surface and compacting with vibratoy roller to achive the desired density SOR No.clause no-406
280
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4280
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constructing masonry chamber 30x30x50 cm insidecin brick work in cement mortar 1:4 (1 cement :4 coarse sand)for stop cock, with C.I. surface box 100x100x75 mm (inside) with higed cover fixed in cement concrete slab 1:2:4 mix (1 cement 2 coarse sand: 4 gradead stone affregate 20 mm nominal size) i/c necessary excavation, foundation concrete 1:5:10 (1 cement 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: fine sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design SOR No.cpwd-18.32
with common burnt clay F.P.S (non modular) bricks of class designation 7.5
22
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1195.35
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(h) 80 mm dia
214
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400
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Providing and laying bituminus macadam with 100 TPH type HMP producing an avarage output 75 tonne per using crushed aggregates of spacified grading, premixed binder @3.4 percent by weight of total mix transporting the hot mix to work site, laying with a prostatic paver finisher with sensor control to the required road level and alignment, rolling with smooth wheeled and tandem rollers to achive the desired compaction clause no-501.6, 501.7 to achive the desired. SOR No.clause no-501.6, 501.7
77
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6312
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painting and vernishing on iron work in small areas or new wood work with one coat of ready mixed priming paint & two coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials, labour and T&P etc. required for proper completion of the work . paint to be used should confirm to the I.S.I. 103-1950 SOR No.SI-641+642
38.8
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93.2
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supplying water filter pavels
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4500
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providind and laying of 80 mm interlocking concrete block pavement laid in stone dust base fill joint with fine sand. Joint filled after labling and dressing base including supply of all materials, labour T&Petc required for proper completion of work SOR No.new item no-3
4913
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760
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Cement concrete with 2 cm guage approved stone ballast, approved coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. SOR No.new item (a)
-
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5537
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Mild steel or iron in plain work such as reinforced concrete or reinforced brick work ( when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and including supply of all steel and wastage & overlapping & hooks. SOR No.504
848
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5666
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Earth work in cutting or in filling in ordinary soil , excavation to in the form of regular pits not exceeding 1/2m (20") in depth and earthwork in embankment to be in 20 cm (8") layers including ramming & dressing the surface to required level and slopes and also include 1.5 m lift and 30 m lead the earth from cutting to be used in making filling or to be disposlted as spoil banks within 30 m distance directed by Engineer-in-charge (Rate is including royalty) soil SOR No.251
same as in item no. 251 above but excavation in mixed with gravels and boulder. (skeletion analysisnbased on hill schedule of rate P.W.D. SR. NO. 157) SOR No.256
5853
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181.4
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15 mm cement plaster(1 cement: 4 fine sand) in single coat on rough side of single or half brick wall for interior plastering upto floor two floor level including internal rounded angles chamfers, and rounded angles not exceeding 80 mm in grit finished even and smooth. SOR No.17.59
1 cement : 4 fine sand SOR No.(ii)
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175
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(j) 160 mm dia
128
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1038.5
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(i) 110 mm dia
207
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502
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as in item no (301 to 304) above but in superstructure including necessary cutting and moulding of bricks as required and also including honey comb brick work, thickness of wall one bricks add extra for labour SOR No.310
53
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5850
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providing and fixing C.I. sluice valve ( with cap) complete with bolts, nuts rubber insertions etc. ( the tail pieces if rquired will be paid separately SOR No.CPWD-SI NO-1940 100 mm diameter class ii (CPWD-2018 SI NO-1940)
22
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2700
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