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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.9 LAdmitted-Finance | ₹8.9 L | L1 | Admitted-Finance |
| 2 | L2₹9.1 LAdmitted-Finance ESD NO II UHL STAGE III BVPCL CHULLAH | LANGNA | MANDYA | KARNATAKA | 571401 | ₹9.1 L | L2 | Admitted-Finance |
| 3 | L3₹9.3 LAdmitted-Finance R O BINDLA P O MILLAH TEHSIL SHILLAI DISTT SIRMOUR H P | ₹9.3 L | L3 | Admitted-Finance |
| 4 | L4₹9.5 LAdmitted-Finance V P O MAJRA PAONTA SAHIB DISTT SIRMOUR HP | SIRMAUR | HIMACHAL PRADESH | 173001 | ₹9.5 L | L4 | Admitted-Finance |
| 5 | L5₹10.8 LAdmitted-Finance | ₹10.8 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | DHARMENDER VERMA L4 | jagdish L3 | MANOJ BHARDWAJ L1 | ANIL KUMAR L2 | Manoj Chawla L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Ordinary rock (Code No. 2.9) Page No.65 | 2.65 | Cum | 150 ₹397.50 | 217 ₹575.05 | 120 ₹318 | 100 ₹265 | 320 ₹848 |
| 2.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth leve 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) (Code No. 4.1.8) Page No.73 | 3.24 | Cum | 5,000 ₹16,200 | 3,500 ₹11,340 | 3,300 ₹10,692 | 4,500 ₹14,580 | 6,000 ₹19,440 |
| 3.00 | Brick work with common burnt clay F.P.S. (nonmodular) bricksof classdesignation7.5 in foundationandplinth in: Cement mortar 1:4 (1 cement : 4 coarse sand (Code No. 6.1.2) Page No. 94. | 28.37 | Cum | 6,900 ₹2.0 L | 5,700 ₹1.6 L | 6,700 ₹1.9 L | 5,500 ₹1.6 L | 7,800 ₹2.2 L |
| 4.01 | Providing form work with steel plate 3.15mm thick welded with angle iron in frame 30x30x5mm. So as to give a fair finish including centring, shuttring, and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 mtrs. and removal of the same for insitu-reinforcement concrete & plain concrete. a) Foundations, footings, bases of columns, etc. for mass concrete (Code No. 5.9.1) Page No.80 | 49.71 | Sqm | 200 ₹9,942 | 120 ₹5,965.20 | 150 ₹7,456.50 | 180 ₹8,947.80 | 220 ₹10,936.20 |
| 4.02 | Providing form work with steel plate 3.15mm thick welded with angle iron in frame 30x30x5mm. So as to give a fair finish including centring, shuttring, and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 mtrs. and removal of the same for insitu-reinforcement concrete & plain concrete. Suspended floors, roofs, landings, balconies and access platform (Code No. 5.9.3) Page No.80 | 69.13 | Sqm | 400 ₹27,652 | 420 ₹29,034.60 | 400 ₹27,652 | 180 ₹12,443.40 | 470 ₹32,491.10 |
| 5.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering,shuttering, finishing and reinforcement -All work up to plinth level. 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size). Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,
abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement. 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) (Code No. 5.2.2 ) Page No.79). | 17.53 | Cum | 6,800 ₹1.2 L | 5,500 ₹96,415 | 6,200 ₹1.1 L | 7,500 ₹1.3 L | 8,000 ₹1.4 L |
| 6.00 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies,
shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement :1.5 coarse sand) :3 graded stone aggregate 20 mm nominal size). (Code No. 5.3) Page No.79). | 11.74 | Cum | 6,900 ₹81,006 | 5,500 ₹64,570 | 5,800 ₹68,092 | 7,500 ₹88,050 | 8,000 ₹93,920 |
| 7.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars (Code No. 5.22) Page No. 83 | 2,634.31 | Kg | 79 ₹2.1 L | 77 ₹2.0 L | 75 ₹2.0 L | 72 ₹1.9 L | 80 ₹2.1 L |
| 8.00 | 15 mm cement plaster on the rough side of single or half brick wall of mix. 1:6 (1 cement: 6 fine sand). (Code No. 13.2.2) Page No.196) | 312.13 | Sqm | 280 ₹87,396.40 | 220 ₹68,668.60 | 190 ₹59,304.70 | 300 ₹93,639 | 186 ₹58,056.18 |
| 9.00 | Providing and fixing aluminium work for Frames, doors, windows, Jali, Glass, ventilators and partitions board, Rubber, Screws, Handel, Door Closer etc. as per architectural drawings and directions of engineer- in-charge. As per markeet rate | 14.4 | Sqm | 1,500 ₹21,600 | 4,000 ₹57,600 | 1,200 ₹17,280 | 550 ₹7,920 | 3,800 ₹54,720 |
Tender Value
₹9.8 L
EMD Value
₹24,522
Closing Date
23 Feb 2026, 10:00 amClosed
Executive Officer
Municipal Council Paonta Sahib
Construction of Community Centre in Ward No 3 , Jamniwala Road, Badripur , Paonta Sahib
2026_UDDHP_128224_3
MCCIVIL/3NO
Open Tender
Civil Works
60 days
Paonta Sahib
Please refer detailed tender notice
3 documents required · 3 mandatory
₹500
Executive Officer
₹24,522
2 Mar 2026
12 Feb 2026
24 Feb 2026
12 Feb 2026
23 Feb 2026
12 Feb 2026
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Ordinary rock (Code No. 2.9) Page No.65
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth leve 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) (Code No. 4.1.8) Page No.73
Brick work with common burnt clay F.P.S. (nonmodular) bricksof classdesignation7.5 in foundationandplinth in: Cement mortar 1:4 (1 cement : 4 coarse sand (Code No. 6.1.2) Page No. 94.
Providing form work with steel plate 3.15mm thick welded with angle iron in frame 30x30x5mm. So as to give a fair finish including centring, shuttring, and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 mtrs. and removal of the same for insitu-reinforcement concrete & plain concrete. a) Foundations, footings, bases of columns, etc. for mass concrete (Code No. 5.9.1) Page No.80
Providing form work with steel plate 3.15mm thick welded with angle iron in frame 30x30x5mm. So as to give a fair finish including centring, shuttring, and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 mtrs. and removal of the same for insitu-reinforcement concrete & plain concrete. Suspended floors, roofs, landings, balconies and access platform (Code No. 5.9.3) Page No.80
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering,shuttering, finishing and reinforcement -All work up to plinth level. 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size). Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement. 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) (Code No. 5.2.2 ) Page No.79).
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement :1.5 coarse sand) :3 graded stone aggregate 20 mm nominal size). (Code No. 5.3) Page No.79).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars (Code No. 5.22) Page No. 83
15 mm cement plaster on the rough side of single or half brick wall of mix. 1:6 (1 cement: 6 fine sand). (Code No. 13.2.2) Page No.196)
Providing and fixing aluminium work for Frames, doors, windows, Jali, Glass, ventilators and partitions board, Rubber, Screws, Handel, Door Closer etc. as per architectural drawings and directions of engineer- in-charge. As per markeet rate
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete.
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats on new work.
wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture,including applying additional coats wherever required, to achieve even shade and colour.Two coats. (Code No. 13.83.2. Page No.206
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm diameter. (Code No. 12.41.2 Page No.184)
Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc.100 mm diameter. (Code No. 12.38.1 Page No.184)
Providing and laying Polycare uPVC Conduit Pipes are made of the best PVC resin, these pipes are used to carry/cover electric wires in residential and commercial places
Providing and laying fan box & concealed light box
Add 7.50% Elec. Fittings
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