Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 LAccepted-Finance | ₹8.1 L | L1 | Accepted-Finance valid to be received. |
| 2 | L2₹9.2 L+₹1.1 L (13.9%)Accepted-Finance | ₹9.2 L+₹1.1 L (13.9%) | L2 | Accepted-Finance valid to be received. |
| 3 | L3₹10.1 L+₹2.0 L (24.2%)Accepted-Finance | ₹10.1 L+₹2.0 L (24.2%) | L3 | Accepted-Finance valid to be received. |
| 4 | L4₹14.9 L+₹6.8 L (84.3%)Accepted-Finance DADRA AND NAGER HAVELI DN | DADRA AND NAGAR HAVELI | THE DADRA AND NAGAR HAVELI AND DAMAN AND DIU | 396193 | ₹14.9 L+₹6.8 L (84.3%) | L4 | Accepted-Finance valid to be received. |
| 5 | Rejected-Technical | - | - | Rejected-Technical Hard copy not submitted as per tender terms and condition. |
| Sl No | Description | Qty | Unit | AMIN M HASNANI | Dharmik Construction | SHIV SHAKTI CONSTRUCTION | Dharmesh K Parmar |
|---|---|---|---|---|---|---|---|
| 1.00Civil works | |||||||
| 1.01 | Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials anddisposing off the excavated stuff upto 50 Meter lead.(B)Dense or Hard soil. | 20 | Cum | 4,000 ₹4,000 Lowest | 4,000 ₹4,000 Lowest | 6,040 ₹6,040 | 6,000 ₹6,000 |
| 1.02 | Providing and filling in foundation & plinth with Rubble filling in layer of 20 cm thickness including watering, ramming and consolidating etc. comp. | 3 | M3 | 2,400 ₹2,400 Lowest | 9,000 ₹9,000 | 3,012 ₹3,012 | 3,300 ₹3,300 |
| 1.03 | Providing and laying cement concrete 1:3:6 (1-Cement :3- coarse sand : 6- hand broken stone aggregates 40 mmnominal size) and curing complete excluding cost of formwork in (A)Foundation and Plinth. | 1 | Cum | 4,100 ₹4,100 | 5,496 ₹5,496 | 7,007 ₹7,007 | 4,000 ₹4,000 Lowest |
| 1.04 | Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (A) Foundations, footings, Base of columns and Mass concrete. | 4 | Cum | 25,600 ₹25,600 Lowest | 36,000 ₹36,000 | 36,020 ₹36,020 | 36,000 ₹36,000 |
| 1.05 | Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering. | 9 | Cum | 810 ₹810 Lowest | 3,897 ₹3,897 | 81,036 ₹81,036 | 16,200 ₹16,200 |
| 1.06 | Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (A) Foundations, footings, Base of columns and Mass concrete. | 7 | Cum | 55,300 ₹55,300 Lowest | 77,777 ₹77,777 | 63,035 ₹63,035 | 63,000 ₹63,000 |
| 1.07 | Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (D)Columns, Pillars posts and struts, upto floor two level. | 6 | Cum | 47,400 ₹47,400 Lowest | 67,998 ₹67,998 | 54,030 ₹54,030 | 54,000 ₹54,000 |
| 1.08 | Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (C Slabs, landing, shelves, Balconies, Lintels, Beams, Girdersand Cantilever upto floor two level. | 5.84 | Cum | 46,136 ₹46,136 Lowest | 67,352.72 ₹67,352.72 | 52,589.2 ₹52,589.2 | 52,560 ₹52,560 |
| 1.09 | Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level. | 1,600 | Kg | 1,36,000 ₹1,36,000 | 1,72,800 ₹1,72,800 | 1,37,600 ₹1,37,600 | 1,34,400 ₹1,34,400 Lowest |
Tender Value
₹7.4 L
EMD Value
₹14,804
Closing Date
1 Sept 2025, 2:00 pmClosed
The Exe., Engg., PWD, WD-I, Daman.
O/o the Ex. Eng., P.W.D., 2nd floor Multi office complex, near Veg. Market, Moti Daman.
Special Renovation and Restoration of F-38 (First Floor) in the premises of the Collectorate Building, Dholar, Moti Daman. (E-30467)
2025_DAMAN_4416_1
Tender Notice No.69/02/2025-26
Open Tender
Civil Works
Works
30 days
Daman District.
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
The Exe., Engg., PWD, WD-I, Daman.
₹14,804
3 Sept 2025
22 Aug 2025
1 Sept 2025
22 Aug 2025
1 Sept 2025
22 Aug 2025
Civil works
Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials anddisposing off the excavated stuff upto 50 Meter lead.(B)Dense or Hard soil.
Providing and filling in foundation & plinth with Rubble filling in layer of 20 cm thickness including watering, ramming and consolidating etc. comp.
Providing and laying cement concrete 1:3:6 (1-Cement :3- coarse sand : 6- hand broken stone aggregates 40 mmnominal size) and curing complete excluding cost of formwork in (A)Foundation and Plinth.
Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (A) Foundations, footings, Base of columns and Mass concrete.
Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering.
Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (A) Foundations, footings, Base of columns and Mass concrete.
Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (D)Columns, Pillars posts and struts, upto floor two level.
Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (C Slabs, landing, shelves, Balconies, Lintels, Beams, Girdersand Cantilever upto floor two level.
Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level.
Providing fusion bonded Epoxy coating not less than 175 micron thickness and up to 300 micron to reinforcement bars as per IS-13620-1993/ASTM-775 M including testing of coating at plant and all taxes (B) 20mm to 32 mm dia bar.
Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand)(B) Conventional.
20mm thick sand faced cement plaster on walls upto height 10 metres above ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete.
Providing and fixing 18 mm thick granite (Z- black) gang saw cut,mirror polished, premoulded and prepolished,machine cut for kitchen platforms,vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.
Wall painting (two coats) with plastic emulsion paint of approved brand and manufacture on undecorated wall surface to give an even shade including throughly brushing the surface free from mortar droppings and other foreign matter and sand papered smooth.
Finishing wall with weather proof Apex exterior emulsion paint on wall surface (two coats) to give an required shape even shade after thoroughly brushing the surface to remove all dirt, and remains of loose powdered materials.etc complete.
Applying two coats of putty & two coats of primer of approved brand and manufacture on new wall surface to give an even shade including thoroughly brushing the surface free from mortar dropping and other foreign matter and sand papered smooth.
Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half brick walls for interior plastering upto floor two level and finished even and smooth in (ii) Cement mortar 1:4 (1-cement :4-sand).
Providing Material, Labour and equipments for Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of 20 following operations: a) Applying a slurry coat of neat cement using 2.75 kg/Sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement: 5 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement:5 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ Sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thickjointless cement mortar of mix 1:4 (1 cement:4 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge: including Khurra & Gola work With average thickness of 120 mm and minimum thickness at khurra as 65 mm, etc complete as directed by engineer-incharge.
Providing and fixing 35 mm thick shutters for Doors, windows and clerestory windows including Indian teak wood frames 10 cm x 7 cm. size including anodized alluminium fixtures and fastenings including primer coat of approved quality and two coats of oil painting etc, complete. (i) Fully Glazed.
Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (G) Columns PillarsPosts and struts. (1) Square Rectangular Polygonal in plan.
Steel work, welded in built up sections framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. (A)In beams and joists, channels angles Tees, flats, with connecting plates or angle cleats as in main and cross beams. Hip and jack rafters, purlins conneted to common rafters and the like.
Providing and Fixing 6 mm thick Lexan Polycarbonate multi wall roofing sheet fixed with hilti screw and rubber silicon sealer and alluminium strip of size 50 x 3 mm etc complete as directed by Engineer in charge.
Applying priming coat over new steel and other metel surface after and including preparing the surface by throughly cleaning, oil,grease, dirt and other foreign matter and scoured with brushes fine steel wood, scrapers and sand paper with ready mixed priming paint brushing red lead.
Painting one coats (excluding priming coat) on previously painted steel and other metal surface with enamel paint, brushing to give an even shade including cleaning the surface of all dirt, dust and other foreign matter.
Demolition including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift. (i) R.C.C. work.
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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
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 .