Tender For Work Of Strengthening And Beautification Of The Statue Of Lal Bahadur Shastri Ji In Gulab Bagh Park In Lallapura Ward.
Tender Value
8.47 Lakhs
Estimated cost
Bid Submission
20 Nov 2026
13 days left
EMD
16940
Bank guarantee accepted
Document Fee
766
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Varanasi → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Work Of Strengthening And Beautification Of The Statue Of Lal Bahadur Shastri Ji In Gulab Bagh Park In Lallapura Ward.
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in Excavation of foundation As Per DSR 2.80 dinary soil including lift upto 1.50 m and lead upt 30 m , and inculiding filling ,watring and ramming of Excavated earth in the space between building and the sides of foundation trenches or into the plinty and removal and disposal surplus warth as directed by Engineer -in-charge upto a sistance of 30 m from the foundation trenches as per(Rate For VNS -260.3*0.735=191.32) |
| 2 | Concrete with 4 cm gauge Stone ballast , sand of 1.25 F.M and cement in proportion of 1:4:8 in foundation AS Per DSR 4.1.8 and under floor including supply of all materials labour T & P etc. required for proper completion of the work.(Rate For VNS -6812*0.735=5006.80) |
| 3 | R.C.C work with cement approved coarse sand and 2 cm. Gauge approved stone grit proportion of 1:1½:3 in R.C.C up to plinth level all work AsPer DSR 5.1.2 (Rate For VNS -9045.75*0.735=6648.62) |
| 4 | Centering and shuttering including strutting, Footing propping etc. and removal DSR 5.9.1 (Rate For VNS -392.15*0.735=288.23) |
| 5 | Centering and shuttering including strutting, column propping etc. and removal DSR 5.9.6 (Rate For VNS -961.3*0.735=706.55) |
| 6 | Centering and shuttering including strutting, Lintel,Beam,Plinth propping etc. and removal DSR 5.9.5 (Rate For VNS -736.4*0.735=541.25) |
| 7 | Centering and shuttering including strutting, For Roof,Slab,sunshade propping etc. and removal DSR 5.9.3&4(Rate For VNS -927.25*0.735=681.53) |
| 8 | R.C.C Work with cement approved coarse sand & 20 mm guage approved stone grit in proportion of 1:1½:3 in superstructure, beam and slab roof and loumn including supply of all materials labour T & P etc. required for proper completion of the work. as per DSR 5.2.2 (Rate For VNS -10852.95*0.735=7976.92) |
| 9 | M-150 Brick Work 1:6 in cement and sand of 1.25 fineness modulous mortar in foundation and plinth including supply all material,labour and tool and plant ect. required complete for proper completion of work as per DSR 6.1.2 (Rate For VNS -7132.25*0.735=5242.20) |
| 10 | M-150 Brick Work 1:6 in cement sand of 1.25 coarse sand modulous mortar in superstructure including all required complete for proper completion of work as per DSR 6.4.2 (Rate For VNS -9105.95*0.735=6692.87) |
| 11 | R.C.C Work with cement approved coarse sand & 20 mm guage approved stone grit in proportion of 1:1½:3 in T beam and slab roof and loumn including supply of all materials labour T & P etc. required for proper completion of the work. as per Per DSR 5.3 (Rate For VNS -11505.5*0.735=8456.54) |
| 12 | Mild steel or iron in plain work such as in reinforced concreted or reinforced brick work wrought to required shape as necessary including with cutting bending for proper completion of the work including supply of steel its wastage.bend hooks & authorized overlapping shall be measured. As per DSR-5.22.3 (Rate For VNS -107.85*0.735=79.27) |
| 13 | Mild steel or iron in plain work such of small size section such holding down bolt, hold fast tie rods gating ect. work wrought to required shape as necessary including with cutting bending for proper completion of the work fabrication of holes,door chaukhts and nosing. As perDSR 10.25.2 (Rate For VNS -172.60*0.735=126.86) |
| 14 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal bracesAs per DSR-10.5.2 (Rate for vns -5563.75x0.735=4089.35 Sqm ) |
| 15 | Earthwork in cutting or in embankment in ordinary soil excavation pits not exceeding 1/2 meter (20\\") in depth and earth work in enbankment to be in 20cm (8\\") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5\\") lift and 30m (100') lead. the earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m (100') distance as directed by the E/I. I/C Compaction in Layer by Road Roller S.I.No-253 -up to 8km. |
| 16 | 12 mm cement plaster (1 cement:6 sand) of 1.25 fineness modulusm mortar in 1:6 of approved fine sand minimum thickness not be less than 10mm including supply of all materials,labour and T&P etc. required for proper completion of the work As per DSR 13.1.2 (Rate For VNS -333.35*0.735=245.0) |
| 17 | Finishing walls with Acrylic smooth exterior paint of required shade approved make and quality on previously old treated surface with this paint to give an even shade including supply of all materials, labour and T&P etc . Requared for proper completion of the work. As per DSR-13.47.1 (Rate For VNS -171.10*0.735=125.75) |
| 18 | walls Painting with (Two coat)with oilbod destemper paint with one coat of primer approved brand and manufacture to give an even shade Two or more coat on new work droppings and other foreign matter and sand prepared smooth SI No13.41.1 (Rate For VNS -185.65*0.735=136.45) |
| 19 | providind and laying wall putty two coat including supply of all materials labour and T&P ect.required of proper completion of the work DSR .13.8 (Rate For VNS -156.05*0.735=114.70) |
| 20 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (Grading-1 Material) |
| 21 | Providing and Laying of Rubber moulded (Red colour ) Interlocking Concrete Block Pavements having thickness 80 mm including level and slope bend,filling joint with local sand on bed,filling as per drawings and Technical Specification Clause 1504.Red |
| 22 | 12mm thick plaster in wall in/out side in 1: 4 in cement f/sand mortar work SI 584 |
| 23 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent work. As per DSR 11.56.1 (Rate For VNS -4481.30*0.735=3293.75) |
| 24 | Supply and informatory M.S. sign Board size 1.2x0.90meter made of 18mm gauge M.S sheet fic ISA 40x40x6mm from support in back side by 40x5mm flat iron on all four side along with to vertical post of 2.90mtr Diagonal bracing of size 40x5mm flat iron electrically welded and painted with one coat red oxide primer and 2coat superier quality enamel paint with lettering work of required specified information also L/c fixing in trech both side C.C 1:2:4 size 0.45x0.45x0.50m Required for proper complation of work reference specification S.I No. 502 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysNov 20, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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