Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAdmitted-Finance | ₹3.3 L | L1 | Admitted-Finance |
| 2 | L2₹3.3 L+₹3,850 (1.18%)Admitted-Finance | ₹3.3 L+₹3,850 (1.18%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Acchan L1 | Mahesh Kumar L2 |
|---|---|---|---|---|---|
| 1.00 | Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter:
a) The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge.
Note :- (1) The elevational area of the scaffolding shall be measured for payment purpose.
(2) The payment will be made once only for execution of all items for such works. | 450 | One Square Metre | 410 ₹1,84,500 | 400 ₹1,80,000 Lowest |
| 2.00 | Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge:
a) 25 mm average thickness | 80 | One Square Metre | 170 ₹13,600 | 150 ₹12,000 Lowest |
| 3.00 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
A) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 0.75 | One Cubic Metre | 3,000 ₹2,250 Lowest | 3,000 ₹2,250 Lowest |
| 4.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending/welding, placing in position and binding all complete above plinth level:
a) Thermo-Mechanically Treated bars of grade Fe-500D or more. | 10 | One Kilogram | 120 ₹1,200 Lowest | 120 ₹1,200 Lowest |
| 5.00 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer in-charge. | 1 | One Square Metre | 3,200 ₹3,200 Lowest | 3,500 ₹3,500 |
| 6.00 | Finishing the demolshed RCC surface ( Facia) with plaster of mix 1:4(1 cement:4coarse sand ) all complete as per direction of Engieer-in-Charge) | 7 | Each Job | 3,000 ₹21,000 Lowest | 4,000 ₹28,000 |
| 7.00 | Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect:
a) SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer. | 80 | One Square Metre | 150 ₹12,000 Lowest | 180 ₹14,400 |
| 8.00 | Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge:
a) Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2):
i) 25 mm average thickness in 2 layers. | 80 | One Square Metre | 600 ₹48,000 Lowest | 650 ₹52,000 |
| 9.00 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground , all complete as per directions of Engineer-In-Charge:
a) With cement mortar 1:4 (1 cement : 4 fine sand). | 5 | One Square Metre | 600 ₹3,000 Lowest | 700 ₹3,500 |
| 10.00 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content:
a) With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. | 80 | One Square Metre | 80 ₹6,400 | 70 ₹5,600 Lowest |
Tender Value
₹2.9 L
EMD Value
₹5,767
Closing Date
2 Jun 2026, 6:00 pmClosed
EE (C)
Executive Engineer (Civil) BSNL, Civil Division, Gurugram
Maintenance and Repair of BSNL Staff Quarters at Sector 21C Faridabad SH - Repair of the Front and side Facia
2026_BSNL_278294_1
13/EE/BSNL/CD/GRG/2026-27
Open Tender
Civil Works
Item Rate
30 days
Sector 21C Faridabad
Please refer Tender documents.
4 documents required · 4 mandatory
₹590
A.O.(Cash)
₹5,767
4 Jun 2026
21 May 2026
4 Jun 2026
21 May 2026
2 Jun 2026
21 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter:
a) The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge.
Note :- (1) The elevational area of the scaffolding shall be measured for payment purpose.
(2) The payment will be made once only for execution of all items for such works. | 450 | One Square Metre | - | - |
| 2 | Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge:
a) 25 mm average thickness | 80 | One Square Metre | - | - |
| 3 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
A) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 0.75 | One Cubic Metre | - | - |
| 4 | Steel reinforcement for R.C.C. work including straightening, cutting, bending/welding, placing in position and binding all complete above plinth level:
a) Thermo-Mechanically Treated bars of grade Fe-500D or more. | 10 | One Kilogram | - | - |
| 5 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer in-charge. | 1 | One Square Metre | - | - |
| 6 | Finishing the demolshed RCC surface ( Facia) with plaster of mix 1:4(1 cement:4coarse sand ) all complete as per direction of Engieer-in-Charge) | 7 | Each Job | - | - |
| 7 | Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect:
a) SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer. | 80 | One Square Metre | - | - |
| 8 | Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge:
a) Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2):
i) 25 mm average thickness in 2 layers. | 80 | One Square Metre | - | - |
| 9 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground , all complete as per directions of Engineer-In-Charge:
a) With cement mortar 1:4 (1 cement : 4 fine sand). | 5 | One Square Metre | - | - |
| 10 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content:
a) With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. | 80 | One Square Metre | - | - |
stage.html
html • 0.03 MB
tech_eval.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 • 1.04 MB
BOQ_324952.xls
BOQ • 0.25 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 .