Urban Improvement Trust Tender
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The UIT has issued a formal invitation for competitive bids for the Urban Improvement Trust project, for Development Of Park In Nadipar-b Area Mohan Lal Sukhadiya. in Kota, Rajasthan, with an estimated contract value of Rs. 4,94,60,000. The bid opening date for this tender is 19-05-2025 and the last date for bid submission is 13-06-2025. Interested bidders for Urban Improvement Trust tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 9,89,200Document Cost
₹ 7,500Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2025_UITKo_468343_1Tender No
NIT 01/2025-26 (26)Tender Authority
Urban Improvement Trust ViewPurchaser Address
-Website
http://http://urban.rajasthan.gov.in/content/raj/udh/uit-udaipur/en/home.html
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Documents
BOQ Items
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M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
47
3847
180809
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Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:
-
-
-
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Cement Mortar 1:6 ( 1-Cement : 6-Sand).
2823
2838
8011674
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Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick
14094
190
2677860
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Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix
313.2
4934
1545328.8
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Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc.
1566
157
245862
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Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)
-
-
-
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Hot rolled deformed bars (IS : 1139).
24586.2
77
1893137.4000000001
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Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification .
-
-
-
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50mm thick.
2088
391
816408
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Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.M20 grade Nominal Mix 1: 1.5: 3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size)
76.5
4915
375997.5
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Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide
5100
96
489600
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
-
-
-
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Two or more coats on new work
712
69
49128
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Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding:
-
-
-
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New work (Two or more coats applied @ 3.84 kg/10 sqm).
32364.000000000004
53
1715292.0000000002
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Supply & Stacking good soil of earth at site complete including loading unloading & Transportation etc.
-
-
-
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Good soil of earth
88330
240
21199200
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Spreading of manure , good earth in required thickness (cost of manure and good earth to be separately )
88330
24
2119920
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Supply of dry manure including loading unloading,transportation & stacking at site.
-
-
-
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Farm yard manure(organic)
2602.2018
720
1873585.2959999999
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laosnd }kjk fuEu iztkfr;ksa ds ikS/kksa dh vkiwfrZ ,oa yxkukA ikS/kksa dh mapkbZ 5 eh- ls vf/kd gksuk pkfg;sA ikS/kk LoLFk gksuk pkfg,A laosnd }kjk ikS/kk jksi.k ls iwoZ izR;sd [kMMs esa vizqOM [kkn o vko';drkuqlkj dhVuk'kd Mkyuk gksxk ,oa ikS/kk yxkus ds i'pkr de ls de 20 ls 25 yh- ikuh izfr ikS/kk nsuk gksxkA
-
-
-
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dpukj 10 ls 12 QhV
1000
230
230000
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xqyeksgj 10 ls 12 QhV
300
230
69000
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djat 10 ls 12 QhV
1000
215
215000
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uhe 10 ls 12 QhV
1000
235
235000
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ihiy 10 ls 12 QhV
200
235
47000
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vtqZu 10 ls 12 QhV
500
235
117500
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'kh'ke 10 ls 12 QhV
200
200
40000
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uohu ikS/kksa dk la/kkj.k dk;Z &
laosnd }kjk yxs gq;s ikS/kksa dh lkj laHkky@la/kkj.k dk;Z djuk gksxk] ikS/kksa dh vPNh o`f) gsrq laosnd }kjk le;≤ ij vko’;drkuqlkj vçoqM [kkn] fu;fer ikuh nsuk o dhVuk’kd dk ç;ksx ,oa fujkbZ&xqM+kbZ] Fkkaoys cukuk o ikS/kksa dks lh/kk j[kus ds fy, ckal dh [kIiph yxkuk vkfn dk;Z la/kkj.k esa 'kkfey gSA ftldk çcU/k laosnd }kjk vius Lrj ij djuk gksxkA yxkus ds 12 ekg rd A
4200
8
33600
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yxs gq;s ikS/kksa dk la/kkj.k dk;Z &
laosnd }kjk yxs gq;s ikS/kksa dh lkj laHkky@la/kkj.k dk;Z djuk gksxk] ikS/kksa dh vPNh o`f) gsrq laosnd }kjk le;≤ ij vko’;drkuqlkj vçoqM [kkn] fu;fer ikuh nsuk o dhVuk’kd dk ç;ksx ,oa fujkbZ&xqM+kbZ] Fkkaoys cukuk o ikS/kksa dks lh/kk j[kus ds fy, ckal dh [kIiph yxkuk vkfn dk;Z la/kkj.k esa 'kkfey gSA ftldk çcU/k laosnd }kjk vius Lrj ij djuk gksxkA yxkus ds 12 ekg i'pkr A
4200
6
28350
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Construction of Tube Well up to 100 mtr. depth in all type of rocks by DTH system & over burden to accommodate casing pipe of following sizes in all types of soils & over burden including lowering of casing pipes, (if required) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a through out bore as per nominal dia of casing pipe.
-
-
-
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Nominal bore 150 mm dia.
2550
726
1851300
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Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of following sizes
-
-
-
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150 mm dia NB(Thickness of pipe 5.0 mm & mass of tube 20.13 Kg/m)
340
1933
657220
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Supply & Fixing tube well cover of MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2" (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug.
-
-
-
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150 mm dia
17
812
13804
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Providing & Lowering in tube well ISI marked HDPE pipe as per IS 4984:1995 or amended upto date in PE 80 grade and class PN 10 of following dia. including HDPE/GI fittings and PVC rope confirming to IS 5175:1992 or amended upto date, along with clamping of submersible cable etc. complete in all respect.
-
-
-
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40 mm dia
2550
87
221850
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Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge.
17
1106
18802
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Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc for holding the riser pipe assembly of submersible pump set.
34
696
23664
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Supply & Installation of single phase ISI marked submersible motor pump set of three star or better rating of BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect.
-
-
-
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Up to 2.0 KW
17
16762
284954
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Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc.
-
-
-
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3 core 4.0 Sq.mm
2550
189
481950
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Supply and Fixing of Electric feeder panel (having projected canopy)for submersible pump set Single phase upto 5 HP, comprising of DOL Starter, MCB, Indicating Light, Ammeter, Volt meter, connection plate, condensers of approved make and the panel enclosure should be made out from 18 gauge M.S. Sheet with powder coating. Panel size Height 600 mm Width 500 mm depth 250 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18" and double door including in built locking system. The legs should be embedded in M-15 cement concrete platform. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The operation of panel should be suitable for on 240 Volt AC Supply.
17
10009
170153
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Providing & Laying P.V.C./XLPE insulated & P.V.C. sheathed Armoured aluminium cable conf to IS:1554 P-I / of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity> 99.60%, round/flat strip armouring of cables, inner / outer sheath confirming to IS:5831 in existing RCC/Hume? Stoneware/PVC pipe/ Open duct/ cable trench/ cable tray (with cable tie) including testing etc.as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810. For additional technical parameters of product/work refer Annexure "A" attached with this BSR.
-
-
-
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(b) 10.00 sqmm 2 core
700
152
106400
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