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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹8.7 LAccepted-AOC ELECTRICAL CO HPSEG LTD KEYLONG L GS HP 175132 | LAHUL AND SPITI | HIMACHAL PRADESH | 175132 | L-1 | Accepted-AOC Work awarded to the lowest bidder L-1 | |
| 2 | L-2₹8.9 L+₹27,506.64 (3.17%)Rejected-Finance JOGINDER NAGAR | AMRITSAR | PUNJAB | 143001 | L-2 | Rejected-Finance Rejected Due to L-3 | |
| 3 | L-3₹9.3 L+₹61,823.61 (7.13%)Rejected-Finance VILL PO GANVI TEH RAMPUR DISTT SHIMLA H P | SHIMLA | SHIMLA | HIMACHAL PRADESH | L-3 | Rejected-Finance Rejected Due to L-3 | |
| 4 | L-4₹9.4 L+₹71,729.54 (8.28%)Rejected-Finance GROUND FLOOR THAKUR COMPLEX BASANTPUR | BASANTPUR | SHIMLA | HIMACHAL PRADESH | 171018 | L-4 | Rejected-Finance Rejected Due to L-3 |
Tender Value
₹8.8 L
EMD Value
₹17,700
Closing Date
19 Jan 2026, 5:00 pmClosed
E.E. B and R Division, HPPWD, Joginder Nagar
O/o Executive Engineer, B and R Division, HPPWD, Joginder Nagar
Sub Head- Providing and laying kharanja stone soling and cement concrete pavement at RD. 1/300 to 1/510 under PDNA 2023)
2026_PWD_125481_14
PW-JND-B and R-EA-I-NIT- 23510-59 dated 02.01.2026
Open Tender
Civil Works - Roads
Percentage
90 days
Nagchala
As Per SBD Document
9 documents required · 9 mandatory
₹350
₹17,700
20 Feb 2026
12 Jan 2026
20 Jan 2026
12 Jan 2026
19 Jan 2026
12 Jan 2026
Stone soling properly handpacked filling interstices with Kharanja stone and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification. 100 mm (one hundred milimeter) spread thickness (finished work including materials and labour) and to the entire satisfaction and direction of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is inclusive all taxes levy by the government time to time including GST
Construction of un-reinforced cement concrete pavement as per design and drawing with expension and construction joints, over a prepared sub base, with 43 (forty three) grade cement as per technical clause and specifications M-20 (twenty) grade course and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm (twenty five milimetre) mixed in a concrete mixer of not less than 0.2 cum (zero point two cubic metre) capacity including form work with steel channels and plates complete in all respect including haulage of material in all leads and lifts by all modes of transportation and as per the entire satisfaction and direction of Engineer-in-Charge.The rate is inclusive all taxes levy by the government time to time including GST.
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