Uttarakhand Agricultural Produce Marketing Board Tender
View complete overview of Uttarakhand UKAPMB Tender
Uttarakhand Agricultural Produce Marketing Board - UKAPMB Tender
Eprocure
Opening Date18 May 2020
Closing Date2 Jun 2020
Tender Amount₹ 35,70,571
Costs
EMD
₹ 80,000Document Cost
₹ 4,720Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_UAPMB_23715_1Bid Award Id
ViewTender No
eNivida/41/2020Tender Authority
Uttarakhand Agricultural Produce Marketing Board ViewPurchaser Address
-Website
http://https://www.ukapmb.org/
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Documents
BOQ Items
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Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc.required for proper completion of the work.(Based on PWD specifications) 2-2
9.89
-
4308.6
... More
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, inbreast walls, retaining walls, parapets, scuppers, etc. including supply of
all material, labour, T&P and royaltiies etc. complete as per drawing andtechnical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction 1-4
148.8
-
3184.9
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Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality tc,required for propercomplition of work.(As per PWD Uttarakhand specifications) 1-3
250.2
-
1774.2
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Hand Packed stone filling in back of wallls including cost of all materials,royality, T&P etc. complete as per direction of Engineer-in- charge. (Asper PWD Uttarakhand specifications) 1-5
199.5
-
737.7
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C grade M 20 For nominal mix 1:2:4 97417 13-1-1-1
8.64
-
7053.1
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Supplying, fitting and placing with MS bar einforcement (Fe 415) in substructrue tonne
complete as per drawings and technical specification Clauses 1002, 1005, 1010 &1202.(The reinforcement steel shall be as per clause no. 2011.3.1 of MORD specifications (First Revision'2014) and IS 1786:2008 clause no. 1.6) 12-7
10.17
-
5967.78
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Bedding for Causeway 97179 7-8-1 Type A (concrete cradle) Bedding Clause 1402.5 7-8-1 (11-4-2-1)
11.52
-
5091.1
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Cement Concrete (PCC M-30) Pavement:- 2-3
22.5
-
6193
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Supply of quarried stone and hand breaking into coarse aggregate to Grading1 (90 mm to 45 mm) as per Table 400.8 of Technical Specifications 1-11-1
133.65
-
1427.4
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WBM Grading 2
Providing, laying, spreading and compacting stone aggregates of specific sizesto water bound macadam specification including spreading in uniformthickness, hand packing, rolling with smooth wheel roller 80-100 kN in stagesto proper grade and camber, applying and brooming, stone screening/bindingmaterials to fill-up the interstices of coarse aggregate, watering and compactingto the required density grading 2 as per Technical Specification Clause 405.4-7-2-A By Manual Means 4-7-2-A
99
-
2712
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WBM Grading 3
Providing, laying, spreading and compacting stone aggregates of specific sizesto water bound macadam specification including spreading in uniformthickness, hand packing, rolling with smooth wheel roller 80-100 kN in stagesto proper grade and camber, applying and brooming, stone screening to fill-upthe interstices of coarse aggregate, watering and compacting to the requireddensity Grading 3 as per Technical Specification Clause 405.4-7-3-A By Manual Means
82.5
-
2733.7
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20mm thick Open-Graded Premix Carpet using Bituminous (penetrationgrade/modified bitumen) BinderProviding, laying and rolling of open-graded premix carpet of 20 mm thicknesscomposed of 13.2 mm to 5.6 mm aggregates either using penetration gradebitumen or emulsion to required line, grade and level to serve as wearing courseon a previously prepared base, including mixing in a suitable plant, laying androlling with a three wheel 80-100 kN static roller capacity, finished to required leveland grades to be followed by seal coat of either Type A or Type B or Type C asper Technical Specification Clause 508.
5-9-1 Case - I By Manual MeansBitumen (VG-10) 5-9-1-1
825
-
151.8
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Seal Coat
Providing and laying seal coat sealing the voids in a bituminous surface laid to thespecified levels, grade and cross fall using Type A, Type B and Type C as perTechnical Specification Clause 510Note:
By Manual Means-Case - I : Type A 5-12-A-A-1
825
-
66.2
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