Loading
Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.0 LAdmitted-Finance 00 HAIDARPUR JAMALPUR ROAD SADAR JAUNPUR UTTAR PRADESH 222001 | JAUNPUR | UTTAR PRADESH | 222001 | -20.00% | ₹6.0 L | L1 | Admitted-Finance |
| 2 | L2₹6.3 L+₹30,156.16 (5.00%)Admitted-Finance 01 YARPUR THANA BHAWAN SHAMLI MUZAFFARNAGAR UTTAR PRADESH 247777 | SHAMLI | UTTAR PRADESH | 247777 | -16.00% | ₹6.3 L+₹30,156.16 (5.00%) | L2 | Admitted-Finance |
| 3 | L3₹7.5 L+₹1.4 L (23.8%)Admitted-Finance | -1.00% | ₹7.5 L+₹1.4 L (23.8%) | L3 | Admitted-Finance |
Tender Value
₹8.9 L
EMD Value
₹17,792
Closing Date
23 Jul 2026, 5:00 pmClosed
Executive Officer
nagar palika parishad shamli
Civil works for the beautification of Muzaffarnagar Shamli Chowk.
2026_DOLBU_1168171_1
275/E-T/PWC/2026-27
Open Tender
Civil Works
Percentage
30 days
Civil works for the beautification of Muzaffarnaga
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
Executive Officer
₹17,792
30 Jul 2026
10 Jul 2026
24 Jul 2026
10 Jul 2026
23 Jul 2026
10 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 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineerin charge All kinds of soil {[DSR Rate X Bare Rare Factor Without Cost Index X District Code Index] / Base Cost Index} (177.50x0.735x110.21/107 =134.37) | 18 | Cum | 134.35 | ₹2,418.3 |
| 2 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge (494.10x0.735x110.21/107 =374.05) | 15.3 | Cum | 374.05 | ₹5,722.97 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) (6518.60x0.735x110.21/107 =4934.90) | 5.86 | Cum | 4,934.9 | ₹28,918.51 |
| 4 | 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(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 19.28 | Cum | 8,216.22 | ₹1,58,408.72 |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (107.85x0.735x110.21/107 =81.64) | 3,026.96 | Kg | 81.6 | ₹2,46,999.94 |
| 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (7370.65x0.735x110.21/107 =5579.95) | 2.52 | Cum | 5,579.95 | ₹14,061.47 |
| 7 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. (700.50x0.735x110.21/107 =530.31) | 15.3 | Cum | 530.3 | ₹8,113.59 |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) (9344.35x0.735x110.21/107 =7074.14) | 1 | Cum | 7,074.1 | ₹7,074.1 |
| 9 | CEMENT PLASTER (IN COARSE SAND) 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) (357.35x0.735x110.21/107 =270.53) | 10 | sqm | 270.5 | ₹2,705 |
| 10 | Providing and laying Vitrified tiles in differentn sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). Size of Tile 600x600 mm (1553.45x0.735x110.21/107 =1176.03) | 12 | sqm | 1,176 | ₹14,112 |
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.66 MB
technicaldocuments.pdf
Tender Documents • 0.65 MB
BOQ_2191111.xls
BOQ • 0.27 MB
corrigendum.pdf
PDF • 0.14 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .