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M/T On Link Road To Village Lagog In Km. 0/00 To 0/450. (Sh:- P/L 80Mm Thick Interlocking Tile Pavement In Km. 0/00 To 0/200 And 20Mm Thick Open Graded Premix Carpet With Seal Coat In Km. 0/200 To 0/450). Under Mmgsy., kasauli-Himachal Pradesh

Public Works Department-PWD has published M/T On Link Road To Village Lagog In Km. 0/00 To 0/450. (Sh:- P/L 80Mm Thick Interlocking Tile Pavement In Km. 0/00 To 0/200 And 20Mm Thick Open Graded Premix Carpet With Seal Coat In Km. 0/200 To 0/450). Under Mmgsy.. Submission Date for this Tender is 19-03-2024. Road Work Tenders in kasauli Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

42786613
M/T On Link Road To Village Lagog In Km. 0/00 To 0/450. (Sh:- P/L 80Mm Thick Interlocking Tile Pavement In Km. 0/00 To 0/200 And 20Mm Thick Open Graded Premix Carpet With Seal Coat In Km. 0/200 To 0/450). Under Mmgsy.
Open Tender
Indian
Himachal Pradesh
kasauli
19-03-2024

Tender Details

M / T On Link Road To Village Lagog In Km. 0 / 00 To 0 / 450. ( Sh:- P / L 80Mm Thick Interlocking Tile Pavement In Km. 0 / 00 To 0 / 200 And 20Mm Thick Open Graded Premix Carpet With Seal Coat In Km. 0 / 200 To 0 / 450 ) . Under Mmgsy.

Key Value

Document Fees
INR 350 /-
EMD
INR 11800.0 /-
Tender Value
INR 5.90 Lakhs /-

BOQ Items

Name of Work: M/T on link road to village Lagog in Km. 0/00 to 0/450. (SH:- P/l 80mm thick interlocking tile pavement in Km. 0/00 to 0/200 and 20mm thick open graded premix carpet with seal coat in Km. 0/200 to 0/450). Under MMGSY.
Sl. No. Item Description
1Providing and layingPlain Cement Concretenominal mix 1:6:12 (one cement isto six sand isto twelve graded stone aggregate 40mm (fourty milimeters) nominalsize) Mechanically mixed and vibrated for plain concrete in open foundations and plinths for all type of structure including the cost of form work complete as per drawing and MORDTechnical Specification clause 802, 803, 1202 and 1203 (Eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals.
2Providing and Laying of Interlocking Concrete Blcok Pavements having thickness 80 mm (eighty milimeters) as per drawing and Technical Specification Clause 1504, as per direction of Engineer in Chargeincluding carriage of all labour equipment and materials to various location of site through all modes of transportations in all leads lifts and all incidental charges.
3Providing and laying cement concrete work 1:2:4 (one cement two sand :fourgradedcrust hard stone aggregate twenty milimetrenominal size)mechanically mixed and vibrated for compacting concrete required strength and curing complete including cost of form work and reinforcement for reinforced cement concretework as per HPPWD specification 1990 (one thousand Nine hundred Ninety ) volume-I inlcuding carriage of materials in all leads and lifts and as per the direction of Engineer-in-Charge. Foundations, and plinth in all depths and levels.
4Construction ofunlined surface drain by Manual Means of average cross-sectional area 0.20 sqm (zero point two zero square meters) in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with in all lead and liftas per Technical Specification Clause 307 (three zero seven) including carriage of all labour equipment and materials to various location of site through all modes of transportations in all leads lifts and all incidental charges.
5Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.27 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per MORD Technical Specification Clause 503including carriage of materials, labour and equipments to various location of site of work through all modes of transportation in all leads,lifts and all incidentals.
6Providing, laying by Mechanical means and rolling of open-graded premix carpet of 20 mm (twenty milimeters) thickness with specified size of graded stone aggregates using viscus grade bitumen (VG-10 (ten))to required line, grade and level to serve aswearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN (eighty to hundred kilo Newton) static roller capacity, finished to required level and grades to be followed by seal coat ofType B as per Technical Specification Clause 508 (five zero eight)including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges.
7Providing and laying seal coat By Mechanical Means sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall usingType Bas per Technical Specification Clause 510 (five hundred ten)using Bitumen VG 10 (ten) ) including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges.
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