}

Construction Of O Deothi Delgi Portion Bara To Delgi Road Km10 / 150 To 17 / 500 Under Mnp Sh C / Ok 1Mtrs Trace Km10 / 500 To 17 / 150 And 19 / 0 To 19 / 500 And 5 / 7Mtrs Wide Road Km10 / 500 To 15 / 0 I / C Cd Soling And Land Acquisition Km10 / 500 To , Solan-Himachal Pradesh

Public Works Department-PWD has published Construction Of O Deothi Delgi Portion Bara To Delgi Road Km10 / 150 To 17 / 500 Under Mnp Sh C / Ok 1Mtrs Trace Km10 / 500 To 17 / 150 And 19 / 0 To 19 / 500 And 5 / 7Mtrs Wide Road Km10 / 500 To 15 / 0 I / C Cd Soling And Land Acquisition Km10 / 500 To . Submission Date for this Tender is 30-07-2021. Road Work Tenders in Solan Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

28611397
Construction Of O Deothi Delgi Portion Bara To Delgi Road Km10 / 150 To 17 / 500 Under Mnp Sh C / Ok 1Mtrs Trace Km10 / 500 To 17 / 150 And 19 / 0 To 19 / 500 And 5 / 7Mtrs Wide Road Km10 / 500 To 15 / 0 I / C Cd Soling And Land Acquisition Km10 / 500 To
Open Tender
Indian
Himachal Pradesh
Solan
30-07-2021

Tender Details

Construction Of O Deothi Delgi Portion Bara To Delgi Road Km10 / 150 To 17 / 500 Under Mnp Sh C / Ok 1Mtrs Trace Km10 / 500 To 17 / 150 And 19 / 0 To 19 / 500 And 5 / 7Mtrs Wide Road Km10 / 500 To 15 / 0 I / C Cd Soling And Land Acquisition Km10 / 500 To 19 / 500 Sw C / O Pcc Retaining Wall At Rd10 / 830 To 10 / 844

Key Value

Document Fees
INR 500 /-
EMD
INR 23550.0 /-
Tender Value
INR 2.52 Lakhs /-

BOQ Items

Name of Work:-Construction of Deothi Delgi (Portion Bara to Delgi) roadkm 10/150 to 17/500 (under MNP) (SH:-C/O 1 Mtr tacde km 10/500 to 17/150 & 19/0 to 19/500 and 5/7 mtr wide road km 10/500 to 15/0 i/c CD, Solinga and land acquistion km 10/500 to 19/500 ) (Sw:- C/O PCC R/Wall at RD 10/830 ro 10/844)
Sl. No. Item Description
1Earthwork in excavation for all type of road structures such as retaining wall, breast wall, culvert, drain and parapets etc. in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiesling / wedging out rocks (where blasting is prohibeted). Dimesions and other particulars as per drawing and Technical Specification Clause305.1(Three hundred Five point One) including setting out, construction of shoring and bracing, removal of stumps and other deleterious material andits disposal including dressing of sides and bottom and backfilling in trenches with excavated suitablematerial,trimming, filling of unevenness blindages and finishing of the road to specified dimensions. All work of excavation by blasting shall be carried out by taking all necessary precautions against soil erosions, damage to hill side, water pollutions etc., and to protect stability of hill side rock. Stacking of materials useful for construction at suitable sites and safe disposal of unserviceable excavated materials in specified manners to dumping site (to be arranged by the contractor) or as directed by the Engineer-in-Charge. Any loss to the public or private property during the course of execution shall be the sole responsibility of the contractor, which shall have to be duly compensated by him at his own cost of all cases.
2Providing 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 and curing complete 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.
3Providing and laying concrete for plain/reinforced concretre 1:4:8 (one cement:four sand:eight graded crushed hard stone aggregate 25(twenty five) millimeter nominal size) mechanical mixed, vibrated and curing complete including form work in open foundationas per HP.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts and all incidental charges.
4Providing weep holes in brick masonry/stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm (one hundred milimeter) dia PVC pipe extending through the full width of the structure with slope of 1 (V):120 (one hundred twenty) (H) towards drawing face completeas per HP.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts and all incidental charges.
5Backfilling of Granular material behind abutment, wing wall and return wall, breast walls, retaining walls and parapets up to all heights, depths and levels completeas per HP.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts and all incidental charges.
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