Jhansi Development Authority Tender
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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
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
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
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
-
20.4
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
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)
-
-
5537
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
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
-
6601
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
-
5850
RCC work with cement approved coarse sand and 2 cm (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 in RCC T beam and slab roof and RCC column, excluding supply of reinforcement and its binding 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 also including supply of all materials, labour T&P etc. required for proper completion of the work. SI-289 SOR No.289
-
-
8185
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
-
5666
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
-
300
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
-
140
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)
-
-
175
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
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
-
7967
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
-
2275
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
-
93.2
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
-
760
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
-
700
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
-
1619.2
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
-
4280
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
-
31.1
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
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
-
6312
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
-
14
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
-
8262
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
-
325
P/L of center line & edge line road marking with hot applied thermoplastickc compound 2.5 mm thick including reflectonsing glass beads @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 the finished surface to be level uniform and free from streaks and holes SOR No.SI NO-01
36
-
445
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
-
212
boring 8" dia 20 m depth
120
-
278.8
pvc pipe supreme 6 kg/cm2 SI-71(III) SOR No.71(iii)
120
-
770
Supplying of 40 mm stone ballast (ix) SOR No.(ix)
-
-
685
supplying of stone grit 20mm gauge SI-4(iii) SOR No.4(iii)
-
-
1095
supplying water filter pavels
-
-
4500
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
-
2010
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
-
2700
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
-
1195.35
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
-
4384
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
-
99
(h) 80 mm dia
214
-
400
(i) 110 mm dia
207
-
502
(j) 160 mm dia
128
-
1038.5
pipe NP2 class 300 mm dia
800
-
300
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