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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹53.0 LAccepted-Finance MANDI HIMACHAL PRADESH | LAHUL AND SPITI | HIMACHAL PRADESH | 175133 | ₹53.0 L | 1 | Accepted-Finance L1 |
| 2 | 2₹54.1 L+₹1.1 L (2.09%)Rejected-Finance VILLAGE SHAKRALA P O SURAD TEHSIL NANKHARI DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH | 170009 | ₹54.1 L+₹1.1 L (2.09%) | 2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not Responsive |
| 4 | Rejected-Technical V P O LABANA SADANA TEHSIL RAMPUR DISTT SHIMLA H P | LABANA SADANA | SHIMLA | HIMACHAL PRADESH | - | - | Rejected-Technical Not Responsive |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not Responsive |
Tender Value
₹55.5 L
EMD Value
₹1.1 L
Closing Date
19 Jul 2026, 9:00 amClosed
EE Rampur
EE B and R Division HPPWD Rampur
SH Building portion including site development, water supply and sanitary installation
2026_PWD_138884_1
PW/RMP/TA/2026-4725 dated 25.06.2026
Open Tender
Civil Works - Buildings
Percentage
EE B and R Division HPPWD Rampur
Please refer Tender documents.
13 documents required · 13 mandatory
₹2,000
Yes
₹1.1 L
Yes
26 Aug 2026
13 Jul 2026
20 Jul 2026
13 Jul 2026
19 Jul 2026
13 Jul 2026
13 Jul 2026 - 19 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cutting in earth work in all heights and depths in all kinds of sil, including sturated soil comprising of pick work, jumper work and balsting work both in soft and hard rock with chiselling and wedging out of rocks (where blasting in probhited) and their intermediate classification of soils including, dewatering whereever required, setting out to required lines, levels as shown on the drawing and directed by the Engineer-in-charge at site, according to the HPPWD specification 1990. | 296.25 | Per cubic meter | 640.21 | ₹1,89,662.21 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. All kinds of soil.including carriage of material through all modes of transportation with in all leads and lifts and as per direction of Engineer-in-charge | 96 | Per cubic meter | 352 | ₹33,792 |
| 3 | Filling in plinth with course sand under floor including, watering, ramming, consolidating and dressing complete as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-I, including carriage of material through all modes of transportation with in all leads and lifts and as per direction of Engineer-in-charge | 12.79 | Per cubic meter | 2,263 | ₹28,943.77 |
| 4 | Providing and laying cement concrete 1:6:12 [One cement isto Six sand isto Twelve graded crushed hard stone aggregate 40 (Forty) millimeters nominal size] mechanically mixed and curing complete, excluding cost of form work in foundation and plinth, as per the direction of Engineer-in-Charge.and as per HP.PWD. Specification 1990 volume-I, including carriage of material through all modes of transportation with in all leads and lifts and as per direction of Engineer-in-charge | 23.46 | Per cubic meter | 4,819.65 | ₹1,13,068.99 |
| 5.01 | Providing form work with steel plates 3.15 (Three point One Five ) millimeters thick welded with angle iron in frame 30*30*5 (Thirty into Thirty into Five ) millimeters, so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden / steel battens and ballies in all heights of propping and centering below supporting floor to ceiling and removal of the same in-situ-reinforced concrete and plain concrete work as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-I,including carriage of material through all modes of transportation with in all leads and lifts and as per direction of Engineer-in-charge
Foundation footings basis of columns etc. and mass concrete. | 46.08 | Per square meter | 263 | ₹12,119.04 |
| 5.02 | Beams, cantilever, girders and lintels:-sides and soffits of beams, beam haunchings cantilever, girders bressumers and lintels not exceeding 1 (one)meter in depth. | 69.35 | Per square meter | 446 | ₹30,930.1 |
| 5.03 | Columns pillars, posts and struts square rectangular or polygonal in plan. | 84 | Per square meter | 453 | ₹38,052 |
| 5.04 | Flat surfaces such as soffits of suspended floors roofs landings and the like floors etc. up to 200 mm (two hundred millimeter) in thickness. | 108.35 | Per square meter | 543 | ₹58,834.05 |
| 5.05 | Vertical surfaces such as walls(any thickness partitions and the like i/c attd. Buttresses, pilasters plinth and string courses and the like. | 36 | Per square meter | 454.04 | ₹16,345.44 |
| 5.06 | Stair cases with sloping or stepped soffits excluding landings. | 13.31 | Per square meter | 580 | ₹7,719.8 |
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