Rajya Krishi Utpadan Mandi Parishad Tender
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Rajya Krishi Utpadan Mandi Parishad - RKUMP Tender
Civil And Construction
Road Construction
Eprocure
Opening Date27 Sep 2024
Closing Date7 Oct 2024
Tender Amount₹ 78,15,000
Costs
EMD
₹ 5,92,000Document Cost
₹ 13,924Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RKUMP_956591_1Bid Award Id
ViewTender No
U.N.(N.)AYO/(NIVIDA)/2024-388 Dated 17.09.2024Tender Authority
Rajya Krishi Utpadan Mandi Parishad ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per MORD Technical Specification Clause 510 and direction of Engineer-in-charge .
6720
454272
67.6
Providing & fixing of M.S. Sign Board as per approved Drawing of Mandi Parishad at road site including Painting with enamel paint and letter writing with road sign as per direction of E/I.
1
8000
8000
Earth in cutting or in embankment in ordinary soil , excavation to be done in form of regular pits not exceeding 1/2 M. in depth and work in embankment to be in 20 cm layers including ramming and dressing the surface to required level and slopes and also including 1.5 M. lift and 30 m lead . The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 m distance as directed by the Engineer in charge
3360
369600
110
Supply and laying and fixing of 350 mm dia NP-3 R.C.C. Hume pipe with required collors including loading, unloading, cartage upto site. Supply of all materials all labour. T&P etc. and also including all other taxes/charges for proper completion of work as per direction of the Engineer in charge. Jointing of pipes shall be with 1:2 cement and course sand mortar.
15
28500
1900
Brick edging on both sides of roads of 1st class brick 8cm (3") wide & 12cm (4.50") deep laid with mud mortor including labour & suplly of bricks finished to required templete and in proper alignment and also including dressing & ramming the excavated earth including all labor T&P sudries required for completion of work with material.
0.67
54940
82000
Maintenace cost of 2nd year after completion of work @2.00% of total work amount of item no 1 to 8 (Part-A)
1
50433
50433.96
Maintenace cost of 3rd year after completion of work @3.00% of total work amount of item no 1 to 8 (Part-A)
1
75650
75650.93
Maintenace cost of 4th year after completion of work @ 4.00% of total work amount of item no 1 to 8 (Part-A)
1
100867
100867.91
Maintenace cost of 5th year after completion of work @ 6.00% of total work amount of item no 1 to 8 (Part-A)
1
151301
151301.87
Providing & laying spreading and compacting stone aggregates of specifice size to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 Kn static roller in stages to proper grade and camber appling and brooming crushable screening to fill-up the interstice of coarse aggregate watering and compacting to the required density Grading 3 as per Technical specification (for Interlocking Base coat)
148.5
596880
4019.4
Providing and Laying cement concrete 1:6:12 (1 cement :6fine sand :12graded brick aggregate 40mm nominal size) including supply of all materials, labour, T&P, Curing, Cost of form work complete in all respect in foundation and under floor (SI No. 273
39.6
156420
3950
M-150 class brick work in 1:4 Cement and course sand mortar in foundation and plinth including supply of all materials labour and tools and plants etc. requried for proper completion of the work. As per direction of Engineer in charge (SI No. 6.1.1)
59.2
319088
5390
Supply and laying of 80mm thick grey mccnanically compressed interlocking cement concrete paver blocks manufactured by high pressure and controlled vibration machine having minimum 5 mm thick topping of cement mixed with 20% marble powder the compressive strength of concrete paver bloks shall not be less than 30MPa & 4.50 Kg an I.S.I marked as per drawing and confirming to RC-SO-63-2004 over etc.& also including 25mm Local sand cushion below Interlocking Block as per drawing .................. required for proper completion of the work. Clause 1504 Excluding GSB ( S.No 16 page 40)
1980
1881000
950
Laying C.C. consisting of 1:2:4 cement, course sand and approved 2 cm gauge stone ballast over prepared sub grade after its rectifications and bringing its to proper camber and including supply of all material .............. complete in all respect
13.2
103620
7850
12mm thick plaster 1:4 cement and coarse sand mortar over brick work including supply of all materials, labour and T&P etc. required for proper completion of work. 155+22= 177 Diff. (S.I. (583-582)
264
46728
177
Earth Work in excavation in trenches for foundation and pipe, cable etc. in ordinary soil (Loan clay or sand) including lift upto 1.5M lead upto 50M and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by engineer in charge with in a lead of 50 meter. I/C Royality (SI251)
99
12375
125
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. ( With Royalty)
396
102484
258.8
Maintenace cost of 2nd year after completion of work @ 0.25% of total work amount of item no 13 to 20 (Part-B)
1
8046
8046.49
Maintenace cost of 3rd year after completion of work @ 0.50% of total work amount of item no 13 to 20 (Part-B)
1
16092
16092.98
Maintenace cost of 4th year after completion of work @ 0.75% of total work amount of item no 13 to 20 (Part-B)
1
24139
24139.48
Maintenace cost of 5th year after completion of work @ 1.00% of total work amount of item no 13 to 20 (Part-B)
1
32185
32185.97
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