Rajya Krishi Utpadan Mandi Parishad Tender
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Rajya Krishi Utpadan Mandi Parishad - RKUMP Tender
Civil And Construction
Civil Works Others
Road Construction
Eprocure
Opening Date24 Sep 2024
Closing Date16 Oct 2024
Tender Amount₹ 1,19,41,992
Costs
EMD
₹ 8,00,000Document Cost
₹ 21,150Tender Fee
Refer Documents
Summary
Naveen Mandi Sthal Sambhal Mein Avshesh Antarik Sarko Ka Hotmix Padhati Se Marammat Karye And Sudharikaran And Purv Nirmit Chhayadar Neelami Chaubutra
Description
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Contact
Tender Id
2024_RKUMP_958542_1Bid Award Id
ViewTender No
2034 Dt.23.09.2024Tender Authority
Rajya Krishi Utpadan Mandi Parishad ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
Providing and applying tack coat with bitumen VG-10 grade using bitumen distributor at the rate of 0.25 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
5912
82768
14
P/L dense graded bitumen macadam with 100-120 TPH barch HMP providing an average out put at 75 tonner per hour using gured agrregattes of specfifide of Specified groding premixed with bituminous binder 4.5% percent by weight of total Mix tiller, Iron sporting the hot Mix to work site laying with hydrostatic paver finished with sensor control to the required with sensor control to the required grade level and digment rolling with smooth wheeled vibratory and tender rallers to achive the desired compaction clause No.507 complete in all respects.
295.6
2648576
8960
Providing & Laying bituminous concrete with 100-120 TPH back type TPH producing an average output of 75 t/h using crushed aggregates of specified grading premixed with bituminous binder @5.40 to 5.60 by mix and filler transporting the hot mix to work site laying with a hydro statics pavour 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. Analysis of Rate
177.36
1751784
9877
Brick edging on both sides of the road of first class (M-150) Brick on edge laid with mud mortar including labour and supply of bricks finished to the required templete and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-Charge. SI No.765
0.19
13205
69500
Dismantling cement concrete or brick or granolitic floors including base concrete and including stacking of dismantled materials as directed by the Engineer-in-charge with in a distance of 60 meter (200 feet).IS No.697
1937.06
87167
45
Concrete with the 4.00 cm gauge brick ballast fine sand of 1.25 finess modulus and cement in the proporation 12:6:1 in foundation and under floor including supply and material all completion of the work (SI No.273)
293.15
908765
3100
M- 150 brick work in 1:4 cement and approved Coarse Sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. Required for the proper completion of the work. (SI. No. 307A)
38.88
192456
4950
12 mm thick plaster with cement and and approved coarse sand in 1:4 over brick work minimum thickness not be less than 10m all completion of the work (SI No.584)
201.2
38228
190
Cement concrete with 2.00Cm gauge approved stone grit, approved coarse sand & cement in the proportion of 4:2:1 including supply of all mateirals, labour and T&P etc. Required for the proper completion of the work.(S.I. 279A)
474.25
3177475
6700
Finishing wall with one coat of water proof cement paint weather coat of approved quality on previously old treated surface with his paint to give an even shade including supply of all materils, labour, Tools & plant etc. required for proper completion of the work. Chepter No.15 New Item No.9+10
158.44
17903
113
Excavation in foundation in ordinry soil (Loam Clay or sand) including lift upto 1.50 meter and lead upto 30 m all completion of the work (Sl No.251)
706.45
77709
110
W.B.M. G-1 (45-90 mm stone ballast) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405.
43.72
179864
4114
Supply and fixing 100 mm thick precast cement concrete I-shape interlocking paver block a with top layer of minimum 8mm thickness having plan dimension 200X(160+120mm) of O.P. cement, smooth high gloss finish, skid reditant. Manufactured from rubber moulds through vibro-compression machanism. The compressive strength of concrere paver block shall not be less than 30MPA (M-30) and wight 5kg per no confirming to IS; 15658- 2006 with a 4 cm thick layer of fine sand including cost of material, labour, T & P TAXES etc required for proper completion of the work as directed by Enginner-in-charge. (1) Grey Color. Chapter-23 Item No.5 SOR Bijnor Analiysis Rate
583
524700
900
Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in proportion of 3:1.5:1 in pavement as per design thick for c.c. road coarse & fine aggregate confirming to IS standard mixed in concrete mixture/plant of not less then 0.2 cum capacity &appropriate weight batcher using approved mix design, laid in approved fixed form work (steel channel) laying and fixing of 125 micron thick polythene film, wedges, steel plates including shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation pavements for not less then 14 days curring compound (where as specified) and water finishing to lines & grade including supply of all material, labour tools &plants etc. required for proper completion of work and also including complete shifting of material & concrete etc. as per new Item 4 og Ch 20
147
1080450
7350
M.S. (Tor steel or plain) in plain work such as R.C.C. or R.B. work in bending for proper shape and including supply of steel and including supply of steel and its wastage, authorized overlapping shall be measured (S.I. 504)
52.42
429844
8200
Junior Engineer
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11941992
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