Rajkiya Engineering College Tender
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Rajkiya Engineering College Tender
Civil And Construction
Eprocure
Opening Date20 Apr 2018
Closing Date8 May 2018
Tender Amount₹ 16,81,736
Costs
EMD
₹ 36,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_RECM_193071_1Bid Award Id
ViewTender No
03/Advt./RECM/e-Tender-23/2018Tender Authority
Rajkiya Engineering College ViewPurchaser Address
-Website
http://http://recmainpuri.in/
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Documents
BOQ Items
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E/W in filling or in embankment in oridnary soil excavation to be in the form of regular pit not exceeding Half M in depth and earth work in embankment to be in 20cm. Layers including rammaing and dressing the surface to required levels & slopes and also including 1.5m. lifts and 3.00km. Lead by cartage the earth from cutting/filling to be used in making embankment are to be 3.00km distance as directed by Engineer-in-charge.
140
-
209
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Sand filling in plinth under floors includingh watering ramming, consolidation and Dressing complete i/n lead up to 50m and lift up to 1.5 lift excluding cost of sand.
2
-
915
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Class M-150 Brick Work in 1:6 Cement and coarse Sand Mortar in super structure including supply of all material labour and T&P etc. required for proper completion of Work. S I No. 303+309
8.2
-
4650
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R.C.C work with cement approved coarse sand and 2cm. (3/4) gauge approved stone grit in the proportion 1:1.5:3 ( cement : Coarse sand : 20mm Stone grite) in inctels of doors and windows excluding supply of reinforcecement and its bending and including its fixing and binding the same with 24 BWGI binding wire and including necessary centering and shuttering etx. and also including supply of all materials labour and tools and plants etc. required for proper completion of the work (Lintal And Beam),S.I. No. 283
2.4
-
7150
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RCC Same as item 283,above but for slabs in 1:1.5:3.
2.4
-
8200
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RCC Same as item 283,above but for Beam i.e. having spans upto 6m.
0.3
-
8400
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RCC Same as item 288 but in 1:1.5:3 for T beam and slab and RCC column. SI No. 289
1.3
-
8800
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Mild steel or Iron work in plain work such as reinforced concrete or rinforced 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 including the suplly of steel and its wastage Bend. hooks and authorized over lapping shell be muasured upto floor to level. (for 10mm. to 12 mm.) S.I No 504
7.5
-
5500
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12 mm. cement plaster in 1:6 (cement and coarse sand)single coat onfair side of single or half brick wall for interior plastring upto floor to level including internal rounded angles chamfers and/ or rounded angles not exceeding 80mm in grith and finished even and smooth. No Extra mixing any additive. S I No. 17.58
36.6
-
125
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15 mm. cement plaster in 1:4 (cement and coarse sand)single coat on rough side of single or half brick wall for upto floor to level including internal rounded angles chamfers and/ or rounded angles not exceeding 80mm in grith and finished even and smooth. No Extra mixing any additive. S I No. 17.59
45.7
-
140
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6mm cement plaster in 1:3 cement and coarse sand plastering on celling. CPWD13.16
23.9
-
115
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20 mm. cement plaster in two coats backing coat 17mm and finishing coat 3mm thick of neat cement and marble dust in 1:5 on rough side of single or half brick work in 1:3 cement and coarse sand mortar etc all complete item. S I No. 17.63
25.9
-
250
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Making grooves 10 to 12mm wide and 8mm deep in plaster of the wall or in celling vertically or horizontally as required. S. I. No. 598
294
-
25
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Providing and laying cement concrete in C.C in 4:2:1 of not less then strenth of M-15 Stone Ballast (20 mm nominal size) approved coarse sand and cement, curing complete inculding cost of from work. In foundation and floor S.I no 279 (a)
0.2
-
6090
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P/L vitrified floor tiles in different size (Thickness to be specified by the manufacturer) with water absorbtion less then 0.08 % & confirming to IS 15622, of approaved make in all colour & shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4coarse sand) including grouting the joints with white cement & mathcing pigments etc. complete size of tile 600X600mm.
36.5
-
1750
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Wall painting (Two Coat) with plastic emulsion paint of approved brand and manufacture on decorative wall surface to give an even shade including thorughly brushing the surface clean all of dirt, grease loose pieces and prepare smooth. SI No. 18.58+18.59.
132.1
-
145
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Supply of 80mm. Thick I shabed machanically compressed inter locking cement, cocnrete, power block manufactured by high pressure and control viberation machine having plan dimension 200x(160+120mm) with minimum 5mm thick toping of OP Cement mixed with 25% marbal pouder the mpm pressive strenth of concrete power block shall not be less than 30m PA and by weight 4.5kg per no. I/C cost of all material, labour, T&P etc. I/C leveling and dressing and surface required for proper completion of work as per directed by Engineer-in-charge but excluding VAT much shall be paid extra as per rules S.I.No. 7
963
-
19
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Laying of 80mm thick I-Shape mechanically complete interlocking cement concrete pavers block manufacture by high pressure &controlled vibration machine having plan dimension 200x(160+120mm) Etc.ch.no.19 SI.no.7(a)
27.5
-
80
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Supply & laying of local sand blow of interlocking cement concrete pavers block etc. All complete.
0.688
-
850
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S/F of 110mm dia PVC pipe ISI mark.
11
-
275
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S/F of Road sign Board (marble stone).L/S.
1
-
5000
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