Indian Tenders

Tender Notice
TDR 54806494
Tendering Authority Madhya Pradesh Power Generating Company Limited
Tender No 470692
Tender ID 2025_MPPGC_470692_2
Tender Brief Corrigendum : Tender For Repairing And Asphalting Road Between Lift Shaft To Power House-I And Internal Road Of Ph-I Premises Including Zero Point Near Itma To Guruguda Village At Thp, Mppgcl, Sirmour. (Based On Mppwd Sor (R&B) W.E.F. 11.04.2025
City Sirmour
State Madhya Pradesh
Document Fees INR 2000 /-
EMD INR 164600.0 /-
Tender Value INR 82.29 Lakhs /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for Repairing And Asphalting Road Between Lift Shaft To Power House-I And Internal Road Of Ph-I Premises Including Zero Point Near Itma To Guruguda Village At Thp, Mppgcl, Sirmour. (Based On Mppwd Sor (R&B) W.E.F. 11.04.2025

Corrigendum Details

Sr No CorrigendumDate Corrigendum CorrigendumType NewSubmissionDate
1 07-05-2026 2nd due date extension Date 13-05-2026
2 27-04-2026 1st due date extention Date 05-05-2026
3 27-04-2026 1st due date extention Date 05-05-2026

Key Dates
Publish Date 07-05-2026
Last Date of Bid Submission 13-05-2026
Tender Opening Date 15-05-2026

Contact Information
Company Name Madhya Pradesh Power Generating Company Limited
Contact Person ADD CE THC SIRMOUR
Address O/o ADD CE THC SIRMOUR

BOQ Items
Name of Work:- Repairing and asphalting road between lift shaft to Power House-I and Internal road of PH-I premises including Zero point near Itma to Guruguda village at THP, MPPGCL, Sirmour. (Based on MPPWD SOR (R&B) w.e.f. 11.04.2025
Sl. No. Item Description
1SOR Item No.-4.3(A) - 4.4 - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix. Plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub- base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications: Deduction for item No. 4.3 if sensor paver is not used. Rate Rs. 1451-100= Rs. 1351.00
2SOR Item No.- 10.3 -Filling Pot – holes and patch repairs with – Bituminous concrete, 40mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2) (i) for grading I Material
3SOR Item No.-5.3(ii)(i) - Providing and applying tack coat with cationic bitumen emulsion (RS-!) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications. (i) @0.25 kg. per Sqm. (normal bituminous surface)
4SOR Item No.-5.9(ii) - Open – Graded Premix surfacing:- Providing, laying and rolling of open-graded premix surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades all complete as per clause 510 of specification. (ii) Case – II: Open-Graded Premix Surfacing using cationic Bitumen Emulsion.
5SOR Item No.-5.11(ii) - Seal Coat: - Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type A and B seal coats all complete as per clause 511 of specification. (ii) Case:- Type B (providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/hours using crushed stone chipping (aggregate shall pass 2.36mm seal and retained to 180micron sieve) and penetration bitumen of suitable grade all complete as per clause 511 of specification.
6SOR Item No.-4.16 (A) - Construction of shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting of OMC using vibratory roller of 80 to 100 kN static weights. Field compaction shall be done in corresponding layers of carriage way thickness and meet the requirements of MDD to achieve compaction (98%-100%) as per relevant clause of 408. A Hard Shoulders (CBR value > 12) Please Enable Macros to View BoQ information

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