Rajya Krishi Utpadan Mandi Parishad Tender
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Rajya Krishi Utpadan Mandi Parishad - RKUMP Tender
Civil And Construction
Eprocure
Opening Date30 Sep 2024
Closing Date21 Oct 2024
Tender Amount₹ 1,10,72,663
Costs
EMD
₹ 7,54,000Document Cost
₹ 19,600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RKUMP_960773_1Bid Award Id
ViewTender No
02/2024-25Tender Authority
Rajya Krishi Utpadan Mandi Parishad ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
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BOQ Items
Providing and laying dense graded 5.00 cm bituminous macadam with 100- 120 TPH hot mix plant producing an average output of 75 tonnes per houre using curshed aggregates of specified grading premixed with bituminous binder@ 4.25% by weight, transported to site, laid over a previously prepared surface with paver finisher to the required grade level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction
358.46
3061105
8539.6
Providing and laying 3cm thick bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading.premixed with bituminous binder@5.00 per cent by weight of mix and filler,transpoting 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 tandem rollers to achieve the desired compaction as per mort&H specifications clause 509 complete in all respects.
7169.32
2012786
280.75
Dismantling brick work or stone work in lime or cement morter and including stacking of materials as directed by E/l with in a distance of 60mt(200feet).692
8.26
4743
574.25
M-150 brick work in 1:4 with one cement and four coarse sand of 2.25 F.M mortar in foundation and plinth including supply of all materials labour T & P etc. Required for proper completion of the work as per (S.1.6.1.2)
33.07
216099
6534.6
R.C.C works with cement approved coarse sand and 2 cm (3/4") gauge approved stone grit in the proportion 1:2:4 1cement: 2 coarse sand and 3 aggregate) in lintels of doors and windows and plinth beam excluding supply of reinforcement and its bending tlie same with 24 B WG binding wire and necessary centering and shuttering etc, and also including supply of all materials labours and tools and plants etc required for proper completion of works. but R.C.C in column in 1:1.5:3. SI No. 289
10.29
85579
8316.8
M.S.(For steel or plain)in plain work such as R.C.C or R.B.work including bending for proper shape and supply of steel & its wastage bend.hooks and authorized overlapping cost of binding wire(S.1.504)
7.94
62890
7920.7
12 mm thick cement plaster single coat on fair side of single of half brick wall for interior plastering including supply of all materials labour tools & plants required for proper completion of work 1.4 cement and coarse sand S.I No. 17.58(ii)+c/sand deffrence
1997.47
395499
198
Cement concrete with 2cm guage approved stone grit coarse sand & cement in proportion of 4:2:1 & curing complete bincluding cost of formwork in foundation & floors (S.I. 279A)
3.41
25456
7465.3
Dismantling of existing plaster including disposal of refuse as directed by Engineer in charge within a distance of 60m.5 106
1817.97
80990
44.55
Finishing walls with exterior emulsion paint(apex) of approved brand & manufacture & of required shade on undecorated wall surface to give even shade over @ 1.25 litre/10sqm including one coat of primer applied @0.75 litre/10sqm coat curing & cost of all materials, labour, T & P etc required for proper completion of work for two coat as per chp 15 S.I. 34 13.60.1 (old Surface) (660+661)
7236.58
658528
91
Finishing walls with exterior emulsion paint(apex) of approved brand & manufacture & of required shade on undecorated wall surface to give even shade over @ 1.25 litre/10sqm including one coat of primer applied @0.75 litre/10sqm coat curing & cost of all materials, labour, T & P etc required for proper completion of work for two coat as per chp 15 S.1. 34 13.60.1.(New surface)
1719.72
224595
130.6
Earthwork in surface excavation not exceeding 30cm in depth but exceeding 1.5m in width as well as 10sqm on plan including getting out & disposal of excavated earth upto 50m & lift upto 1.5m as directed by engineer in charge as per chp 04 S.I. 01 p.g. no. 14.
47.24
7950
168.3
Providing & laying cement concrete in 1:6:12 (1 cement: 6 coarse sand: 12 aggregate) 40mm size as per Chp 05 S.1. 273+ differnce of brick & stone aggregate.
26.67
129386
4851.4
R.C.C works with ceinent approved coarse sand and 2 cm (3/4") gauge approved stone grit in the proportion 1:2:4 (1 cement: 6 aggregate) in lintels. of doors and windows and plintli heam excluding supply of reinforcement and its bending the same with 24 B WG binding wire and necessary centering and shuttering etc, and also including supply of all materials labours and tools and plants etc required for proper completion of works. 283
5.46
43247
7920.8
Centering & shuttering including strutting propping etc in base of column as per chp 05 S.I 18 (5.9.1) p.g. no.18
9.69
1870
193
Reinforced cement concrete work in 1:1.5:3 (1 cement 1.5 coarse sand : 3 aggregate) 20mm thick in column as per chp 05 S.1. 15(5.2.2) p.g. no. 17
7.53
64116
8514.8
Centering & shuttering including strutting, propping ete in column as per chp 05 S.1. 18(5.9.6) p.g. no. 18.
4.19
1866
445.54
Reinforced cement concrete work in 1:1.5:3 (1 cement 1.5 coarse sand: 3 aggregate) 20mm thick in beams as per chp 05 S.1. 16(5.3) p.g. no. 18.
4.33
37383
8633.66
Centering & shuttering including strutting, propping ete in lintels as per chp 05 S.1. 18(5.9.21) p.g. no. 18.
18.81
8436
448.5
Mild steel or iron work in plain work such as inforced concrete or reinforced brick work (When not included in and an over all rates) brought to required shape as necessary including bending for proper completion of the work and excluding the supply of steel and its waistage bend hooks binding wire and authorized over lapping shall be measured upto floor to level, 504
27.96
199318
7128.7
Brick work with common clay in 1:6(1 cement & 6 coarse sand) bricks of class - 150 in foundation & plinth as per chp 06 S.1. 1(6.1.1) p.g. no. 20.
59.79
378865
6336.6
Brick work with common burnt clay in 1:6 (1 cement: 6 coarse sand) bricks of class -150 in superstructure above plinth level upto floor v level as per chp 06 S.I. 2(6.4.1) p.g. no. 20.
27.29
197243
7227.7
Steel work in gates welded in built up sections/framed work, including cutting, hoisting, fixing in position & applying a priming coat of approved steel primer using structural steel etc. as per chp 10 S.1. 21(10.25.2) p.g. no. 30.
681.5
80962
118.8
Painting two coat of over priming coat on old steel surface uotp 10cm width not exceeding0.10sqm in area with superior synthetic enamel such as dulux including✓ cleaning of oil, dirt, dust including labour material required for proper completion of work as per chp 15.
2200.53
154697
70.3
Dismantling of corrugated asbestos sheet in roofs walls and partition including purling and battens and vertical supports and including stacking of materials as directed by Engineer-in-charge with in a distance of 60 mt(200 feet) (SI No. 701)
1580.39
78229
49.5
Supply and fixing of 6 mm thick asbestos corrugated sheet in roofing position including supply of all material labour T&P etc. required for proper complete of work complete. Ch No.11 (12.8)
1641.28
714941
435.6
Supply and fixing of 6 mm thick asbestos ridge including all material T&P etc. required for proper complete of work complete.Ch No.11,(12.12.1)
159.24
54237
340.6
M.S. Iron work in tubular truss including cutting, welding and wastage in builtup section including supply all material T&P etc. required for proper complete of work complete. SOR Kannuaj
625
61250
98
Dismantling of Cement concrete or brick or granolithic floors including disposal of refuse material up to 60m distance as per direction of E/I S.I.N.697
982.86
65163
66.3
10 cm thick P.C.C. Floor in 1:2:4 SI No.(4.1.3+13.18) 6643.00x0.10-664.30+44.00) P. 1639
761.56
543220
713.3
Providing and fixing in 4mm thick A.C. Sheet 09cm deep in joint at the time of laying floors flush with floor level including for proper completion of the work.)
761.56
26349
34.6
Distempring with oil bound distemper of approved brand & manufacture including a priming coat with cement primer of approved brand such as berger, asian paints as in chp 15 S.1.13(649) p.g. no. 43./649+654)
711.55
64751
91
Laying of 40mm thick ferrow concrete in 1:2:4 with one layer chicken mesh (1/2" x 24 gauge) including water proofing compound etc required for proper completion of work as per attached analysis.
49.27
24777
502.9
Providing gola 75x75mm in cement concrete 1:2:4 with 10mm grit including finishing with cement mortar 1:3 as per chp 11 S.I. 17(12.21.1) p.g. no. 35.
151.5
20240
133.6
Dismantling of doors & windows including stacking of materials as directed by Engineer- in-charge within a distance of 60 metres (200feet) as per chp 17 S.I. 13(703) p.g. no.47.
18
1335
74.2
Supply of M.S. steel 18 gauge pressed steel door chaukhat including s/f of iron hinges of 100x3 mm 1.5.1. mark drilling holes for L-drop & pipes 15x12mm cleats for tower bolt & 40x6 mm hold fast 230mm long with three hinges as per chp 10 S.I. 30(c) р.g, по. 32.
55.3
15052
272.2
Supply & fixing of 4.5cm thick C.P. Teack wood part panelled & part glazed window shutters including supply of wooden cleats including supply & fixing of hinges, bolts, locks, handles, two coat of japan primer & 4mm thick glass as per chp 09 S.I. 22 p.g. no. 25.
7.6
33108
4356.4
Renewing glass panes, with wooden fillets with float glass of nominal thickness 4mm( weight not less than 10kg/sqm) as per chp 20 S.I. 5(14.6.1) p.g. no. 50.
11.16
10750
963.3
Supply & fixing of 32mm flush door, commercial quality of I.S.2202 part-1(1983) including ISI marked oxidized iron fitting with screws, bolt hinges, handles, sliding bolt, door stopper & tower bolt as per chp 09 S.I. 35(4700) p.g. no. 26.
10.8
17215
1594
Painting 1st coat of over priming coat on old wooden surface uotp 10cm width not exceeding0.10sqm in area with superior synthetic enamel such as dulux including cleaning of oil, dirt, dust including labour material required for proper completion of work as per chp 15 S.I. 2(a)19.73+S.I. 3(643/15.1.3).
109.6
7803
71.2
Removing oil paint or varnish from steel & other metal surface of from wood based surface with paint remover of approved brand & manufacturer or with caustic soda & making the surface even including cost of all materials as per chp 15 S.I. 20 p.g. no. 43.
192.35
4751
24.7
Providing & fixing 20mm dia stainless steel curtain rod with two S.S. decorative brackets fixed with S.S. screws & p.v.c. sleeves etc.chp 12 S.I. 18. p.g. no. 38.
18
2138
118.8
Supply & fixing fly & mosquito proof stainless steel grade 04 wire mesh gauge with 0.50mm dia wire & 1.40mm wide aperture with sheesham wood battens as per chp 09 S.I. 31(456b) p.g. no. 26
26.05
13152
504.9
Providing & fixing 1st quality ceramic glazed wall tile confirming to IS:15622 over 12mm thick bed of cement mortar 1:3 & jointing with grey cement slurry@3.3kg/sqm, including pointing in white cement mixed with pigment of matching shade complete as per chp 18 S.I.10(8.31) p.g. no. 48.
37.65
39585
1051.4
Providing & laying vitrified floor tile 600x600mm on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @.kg/sqm as per chp 14 S.I. 13(11.41).
91
91263
1002.9
Providing and laying caramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS 15622 of approved make in colurs such as white vory grey fume red brown laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including pointing the joints with white cement and matching pigment etc.complete.Ch No.14 11.37
5.68
5285
930.6
4cm thick Cement concrete flooring 1:2:4(1 cement: 2 coarse sand: 4 aggregate) finished with a floating coat of neat cement, including cement slurry as per chp 14 S.I. 3(11.3.1) p.g. no. 41.
125
52587
420.7
providing & fixing glass strips of 4mm thick in joints of floor & skirting as per chp 14 5.1. 20(b) p.g. no. 42. 3.5
145
2436
16.8
Providing & fixing on all face unplatticised rigid P.V.C. rain water pipes including jointing with seal ring as per chp 11 5.1. 18(12.41.2) p.g. no. 35 110mm dia
41
12664
308.9
Providing & fixing 15mmdha chlorinated polyvinyl chloride (CPVC) pipes having thermal stability including labour, material required for proper completion of work.chp 23 5.1.2(18.8.1) p.g. no. 57.
80
24316
303.96
Providing & fixing 20mm dia chlorinated polyvinyl chloride (CPVC) pipes having thermal stability including labour, material required for proper completion of work.chp 23 S.1.2(18.8.2)p.g. no. 57.
40
13623
340.59
Providing & fixing 25mm chlorinated polyvinyl chloride (CPVC) pipes having thermal stability including labour, material required for proper completion of work.chp 23 S.1.2(18.8.3)p.g. no. 57.
30
11850
395
Providing & fixing 15mm nominal bore, 165mm long, weighing not less than 110gms PTMT bib cock of approved quality & colour.chp 23 5.1.20(18.54.3)p.g. no. 59.
8
1211
151.4
Providing & fixing concealed PTMT concealed stop cock 15mm nominal bore, 108mm long weighing not less than 108gms of approved quality and colour. Chp 235.1.21(18.55.3) p.g. no. 59.
6
1027
171.2
Providing & fixing 20mm nominal bore, 120mm long, weighing not less than 198gms PTMT ball cock of approved quality, colour & make complete with epoxy coated aluminium with plastic ball. Chp 23 S.I. 22 (18.62.2) p. g. no. 59.
2
376
188.1
Providing 15mm dia P.V.C. connection 600mm long with two brass units as per chp 21 S.I. 110 p.g. no. 54.
5
420
84.1
Providing & fixing white vitreous china wash basin size 550x400mm with CI brackets, 15mm C.P. brass pillar taps, 32mm brass waste including labour, material required for proper completion of work. Chp 24 S.15(17.7.3).
3
7859
2619.8
Providing & fixing 32mm/40mm dia. P.V.C. waste pipe for wash basin including P.V.C. waste fitting complete.chp24 5.1.13(17.28.1.1) p no. 61.
3
305
101.9
Providing & fixing two white vitreous china flat back half stall urinal of size 580x380x350mm with white automatic 5 lite flushing cistern, with fittings, standard size C.P. brass flush pipe with complete se of items as per chp 24 S.I. 3(17.5.2) p.g. no. 60.
1
9881
9881.1
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI: 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.Ch No.19 SI No.2
5000
49500
9.9
Constructing 455x610 mm brick masonry 4.5cm chamber for underground C.I. Inspection deep chamber & bends with bricks in cement mortar 1:4 C.I. cover with frame 455x610 mm internal dimension, R.C.C. top slab with 1:2:4 inside plastering 12mm thick (1:3)chp 25 sulabh toilet 19.3.141
5
19801
3960.3
Constructing inside size 900x800mm & 500mm deep brick masonry manhole in cement mortar 1:4 with R.C.C. top slab with 1:2:4 with 20mm aggregate, foundation 1:4:8 with 40mm aggregate inside plasterinf 12mm in 1:3 with complete design chp 25 S.1.04(19.7.1).
2
15841
7920.79
Excavating trenches of required width for pipes including excavation for sockets, & dressing of sides, ramming of bottoms, depth upto 1.5m including consolidating each deposited layer by ramming, watering etc & disposing of surplus excavated soil as per chp 25 5.1. 10 p.g. no. 64
30
5643
188.1
Providing, laying 100mm dia & jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1(1 cement: 1 fine sand) including testing of joints as per chp 25 S.I. 1(19.1.1) p.g. no. 63.
15
2524
168.3
Laying cement concrete 1:5:10 in haunching S.W. pipe 100mm dia including concrete for bedding necessary form work & curing comp;ete as per chp 25 S.I. 2(19.2.1) in sulabh toilet
15
6682
445.5
Providing, laying 150mm dia & jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1(1 cement: 1 fine sand) including testing of joints as per chp 25 S.I. 1(19.1.2) p.g. no. 63 in sulabh toilet.
15
3564
237.6
Laying cement concrete 1:5:10 in haunching S.W. pipe 150mm dia including concrete for bedding necessary form work & curing comp;ete as per chp 25 S.I. 2(19.2.2) in sulabh toilet
15
11137
742.5
Providing & fixing water closet squatting pan(Indian type W.C. pan) with 100mm sand cast iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush type, with manually controlled device as per chp 24 S.I. 1(17.1.1) p.g. no. 60. Size 580x440
5
17227
3445.5
Providing and laying cement concrete in 1:4:8 (1 Cement: 4 Coarse sand: 8 graded stone aggregato 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors
1.72
9774
5683.1
R.C.C work providing and laying in position specified grade of reinforced cement concrete in raft foundation, including the cost of centering shuttering, finishing and excluding reinforcement - all work up to plinth level in 1:1.5:3 (1 cement: 1.5 coarse sand: 3graded stone aggregate 20 mm nominal size) 5.30 14.4.1. Page 16
2.88
20445
7099
R.C.C works with ceinent approved coarse sand and 2 cm (3/4") gauge approved stone grit in the proportion 1:2:4 (1 cement: 6 aggregate) in lintels. of doors and windows and plintli heam excluding supply of reinforcement and its bending the same with 24 B WG binding wire and necessary centering and shuttering etc, and also including supply of all materials labours and tools and plants etc required for proper completion of works. 283
1.18
9346
7920.8
M-150 class brick in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials labour & T&P etc, required for proper completion of work.but in super structure above plinth level upto floor two level (upto two storeys) including necessary cutting and moulding of brick work but for wall thickness 12 cm and below add extra. (305A+309+310A)
2.74
18575
6779.2
Finishing wall with putty approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc.required for proper completion of work Chno 15 31 New
25.72
3436
133.6
Providing and fixing of G.I. pipes complete with G.1 fittings and clamps including making good the wall etc.concealed pipe including painting with anti corrosive bitumastic pipe including painting with anti corrosive bitumastic paint cutting chases and making good the wall.Ch 23 item No.22
15 mm dia
30
4989
166.3
20 mm dia
40
8120
203
Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm dia Ch 23-liem No:35 (P. 23 les 18.49
6
3267
544.5
Installation of submersible pump Ch No.22 itern No. 74
Boring 150 dia bore hole including labuar, T & P etc.required for proper completed of the work.
100
25000
250
Lowring 110 dia mın PVC pipe in bore hole including labuar, T & Petc. requir for proper completed of the work
100
1300
13
Providing and fixing 100 mm dia PVC pipe 6 KG/cm2
100
27500
275
Shrounding and packing graded coarse sand in between bore wall & the strainer including supply of coarse sand, labour T & P etc required for proper completion of work.
2
4200
2100
Providing and fixing G.1. pipe 32 mm dia Nominal bore complete with G.I.Pipe
80
20000
250
Submersible pump kirlosker/crompton or equivalent 1.5 14P LS.I
2
25000
12500
Single fase starter for submersible of I.S.I marked.
2
4400
2200
2.5 mm sq cable for submersible moter pump.
110
11000
100
4 inch dia MS clamp made with 32x5 mm finte iron nut & bolt
2
200
100
100 mm dia & P.V.C endcap
2
160
80
solution for jointing P.V.C pipe 250 gram
2
500
250
32 mm C.P.V.C pipe
30
8550
285
Developing of bore well by over pumping and back washing till the discharge is free from turbiditynot greater then 20 p.p.m after 20 min of starting of pumpincluding hiring charges of pump set, work
2
2000
1000
Nylon cloth for strainer including plastic rope, cutting holes in PVC pipe etc complete
2
2000
1000
Part-B
Maintainance charge in above item No 1 To 5. etc As per E/I for the period of five years form the actual completion date of the work. GST shall be paid extra as per applicable at the time of Payment.
Maintainance of first Year Total work amount of 1 To 14.
5500569.78
-
-
Maintainance of Second Year Total work amount of 1 To 14.
5500569.78
13751
-
Maintainance of Third Year Total work amount of 1 To 14.
5500569.78
27502
0.01
Maintainance of Fourth Year Total work amount of 1 To 14.
5500569.78
41254
0.01
Maintainance of FifthYear Total work amount of 1 To 14.
5500569.78
55005
0.01
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