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Tender For Civil Works Bikapur From Kocha Sampark Marg To Junior High School Sarsar Dhana Tiwari Ka Purva, mandi-Uttar Pradesh

Rajya Krishi Utpadan Mandi Parishad has published Tender For Civil Works Bikapur From Kocha Sampark Marg To Junior High School Sarsar Dhana Tiwari Ka Purva. Submission Date for this Tender is 17-04-2023. Road Work Tenders in mandi Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

37014167
Corrigendum : Tender For Civil Works Bikapur From Kocha Sampark Marg To Junior High School Sarsar Dhana Tiwari Ka Purva
Open Tender
Indian
Uttar Pradesh
mandi
17-04-2023

Tender Details

Tender For Civil Works Bikapur From Kocha Sampark Marg To Junior High School Sarsar Dhana Tiwari Ka Purva

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 31-Mar-2023 Tender Bid Capacity Oder Latter Other 17-04-2023

Key Value

Document Fees
INR 8142 /-
EMD
INR 460000.0 /-
Tender Value
INR 45.70 Lakhs /-

BOQ Items

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Sl. No. Item Description
1Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming,stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405.
2Providing, 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
3Providing, 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 3 as per Technical Specification Clause 405.
4Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 50
5Providing and applying tack coat with Bitumen VG-10 using Bitumen Pressure Sprayer at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer or previously painted surface & cleaned with Hydraulic broom as per MORD Technical Specification Clause 503. and direction of Engineeer in Charge .
6Providing, laying and rolling of open-graded premix carpet of 20 mm thick (compacted) composed of 13.2 mm to 5.6 mm aggregates of approved quarry using bitumen (VG-10) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant (Mixol), laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat Type C as per MORD Technical Specification Clause 508 and direction of Engineer-in-charge.
7Providing 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 510and direction of Engineer-in-charge.
8Providing & fixing of M.S. Sign Board as per approved Drawing of Mandi Parishad at road site includingPainting with enamel paint and letter writing with road sign as per direction of E/I.
9Earth 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 .
10Supply 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.
11Brick 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.
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