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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.6 LAccepted-Finance | ₹36.6 L | L1 | Accepted-Finance First Lowest |
| 2 | L2₹38.2 L+₹1.7 L (4.54%)Accepted-Finance E F 257 MANDI ROAD PASSI STREET JALANDHAR | ₹38.2 L+₹1.7 L (4.54%) | L2 | Accepted-Finance Second Lowest |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Non-Responsive |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Non-Responsive |
Tender Value
₹38.8 L
EMD Value
₹77,600
Closing Date
27 Jul 2026, 5:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER PROVINCIAL DIVISION PWD B AND R BR JALANDHAR CANTT
RENOVATION FOR LOK MILNI OFFICE BALANCE WORK AND OUTER STRUCTURE WORK IN OLD BARADARI DISTRICT JALANDHAR (UNDER HEAD 4059)
2026_CEPW_172147_1
Bid No 17 of 17/07/2026
Open Tender
Civil Works - Buildings
Percentage
25 days
JALANDHAR
Please refer Tender documents.
13 documents required · 13 mandatory
₹5,000
₹77,600
Yes
25 Aug 2026
17 Jul 2026
28 Jul 2026
17 Jul 2026
27 Jul 2026
17 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 | CIVIL WORK | - | - | - | - |
| 2 | Providing and laying vitrified floor tiles in different sizes in light colour shades made using Full Body Technology (thickness to be specified
by the manufacturer) with water absorption’s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 fine sand), complete. ( Full body vitrified tiles have pigment in entire body / thickness of tile which makes chips and scratches less noticeable and make na ideal choice for high traffic zones.) (a) Size 600x600 mm | 86.74 | Sqm | 1,503.24 | ₹1,30,391.04 |
| 3 | Providing and fixing mineral fibre false ceiling tiles at height upto 4 mtr. of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflection > 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-in-charge.. (i) With 16 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.55 to 0.6) size 595x595 mm | 48.56 | Sqm | 1,436.97 | ₹69,779.26 |
| 4 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth | 2.87 | cum | 6,359.41 | ₹18,251.51 |
| 5 | 12.5 mm thick cement plaster 1:5 | 28.98 | Sqm | 194.82 | ₹5,645.88 |
| 6 | Construction of Embankment with Good Quality Earth obtained from Borrow pits (a) Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications | 175.58 | cum | 432.65 | ₹75,964.69 |
| 7 | Providing and fixing ( PPGL) precoated painted galvalume sheet roofing (size, shape and pitch of corrugation as approved by Engineer-in-charge) The end rib shall have anti cappillary groove and return leg. The steel sheet must be having yield strength of 550 MPa ( Fy= 550 MPa) metallic coated with Zinc- Aluminium alloy ( i.e. 55% Al, 43.4%Zinc, 1.6% Si-Zincalume) AZ150 ( Min. 150 bm/mm2 total on both sides), pre painted with super Durable Polyster XRW quality paint includes inorganic infrared reflective pigment. The sheet confirms to general requirement of AS/NZS 2728 type 4/ IS 15965 class 3 durability and gloss value of 25% -40%. should be supplied in single length upto 12 metre or as desired by Engineer-incharge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (a) 0.50 mm (+ 0.05 %) thick | 440.25 | Sqm | 822.78 | ₹3,62,228.89 |
| 8 | Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position | 24.89 | Qtl. | 10,798.95 | ₹2,68,785.87 |
| 9 | 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, 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 complete as per technical clause 406 of MORT&H specifications | 36.24 | Cum | 1,663.59 | ₹60,288.5 |
| 10 | Providing and laying 60 mm thick factory made cement concrete nterlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibrohydraulic
compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge. IS Code:15658 (2006) | 343.64 | Sqm | 701.28 | ₹2,40,987.86 |
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