Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-Finance | ₹1.3 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹1.4 Cr+₹3.8 L (2.86%)Rejected-Finance | ₹1.4 Cr+₹3.8 L (2.86%) | L2 | Rejected-Finance L2 |
| 3 | NIL₹1.3 CrRejected-Finance | ₹1.3 Cr | NIL | Rejected-Finance Non Responsive |
| 4 | NIL₹1.3 CrRejected-Finance | ₹1.3 Cr | NIL | Rejected-Finance Non Responsive |
| 5 | NIL₹1.3 CrRejected-Finance | ₹1.3 Cr | NIL | Rejected-Finance Non Responsive |
Tender Value
Refer Docs
EMD Value
₹2.7 L
Closing Date
9 Jul 2022, 6:00 pmClosed
Execuitve Engineer
O/o Executive Engineer, Engg. Wing, Itanagar
Establishment of Govt. Girls Model School from KG to Class-XII at Govt. Middle School, ESS-Sector, Itanagar (SH Infrastructure Development and Furnishing).
2022_ARED_800_1
EDN(EW)/Plg-015/2021/44
Open Tender
Civil Works
Item Rate
360 days
Itanagar
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,500
Payable To Executive Engineer
₹2.7 L
Yes
O/o Executive Engineer, Engg. Wing, Itanagar
2 Sept 2022
4 Jul 2022
11 Jul 2022
4 Jul 2022
9 Jul 2022
4 Jul 2022
7 Jul 2022
Amount
(SH: Dismantling of Old School Building) Dismantling GI sheet roofing including ridges, hips, valleys and gutters etc and stacking the material within 50 m lead.
Dismantling cement, asbestos, celotax or other ceiling or partition hard board partition wall including stacking of serviceable materials and disposal of unserviceable materials within 50 m lead.
Dismantling ballies in posts, purlins or rafters including stacking within 50 m lead.
Dismantling wood work of sectional area 40 Sq.cm. and above wrought, framed and fixed in frames, other frames and trusses including stacking the material within 50 m lead.
Dismantling wooden chajjas and sunshades including stacking of serviceable material and disposal of unserviceable material within 50 m lead.
Dismantling doors, windows and clerestory windows (steel or wood) shutters including chowkhats, architrave, hold fasts etc complete and stcking within 50 m lead. b) Of area beyond 3 Sq.m.
Demolishing lime concrete and disposal of material within 50 m lead.
Dismantling dry brick pitching in floors, drains etc including stacking of serviceable material and disposal of unserviceable material within 50 m lead.
(SH :- Land Development for Playground) Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slope and disposing of excavated earth with all lifts and lead upto 1000 metres.
Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres )
(SH: RCC Retaining Wall) Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) II Ordinary rock (not requiring blasting) A) (i) Depth upto 3 m
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Reinforcement of RCC Work i/c bending binding and placing in position complete.
Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete.
b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specifications
Reinforced cement concrete in retaining wall (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc from top of foundation up to floor two level excluding cost of centring,shuttering and reinforcement in : a) M20 (1 cement : 1.5 Coarse Sand : 3 stone aggregate 20 mm nominal size).
15 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall.
(SH: Furnishing of Existing Building) Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.
Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete.
b) Column, pillars, posts and struts etc.
c) Lintels, beams, girders, bressumers and cantilevers etc.
d) Suspended floor
Reinforcement of RCC work including bending, binding and placing in position complete. a) Mild steel and medium tensile steel bars.
Providing and fixing MS fan clamp type I of 16 mm dia MS bar bent to shape with hooked ends in RCC slabs during lying including painting the exposed portion of loop all as per standard design complete.
Providing and fixing 2.50 cm thick approved local wood eaves boards 23 cm wide with necessary mouldings etc.
Steel work in ralling including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer welded and bolted including special shaped washers etc complete (welding to be paid separately).
Welding by gas plant
25 mm thick cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) finished with a floating coat of neat cement.
Pre-cast terrazzo tiles 20 mm thick with white, black or white and black marble chips of sizes up to 6 mm laid in floor, treads of steps and landings on 25 mm thick bed of cement mortar 1 : 3 (1 cement : 3 coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete with pre-cast tiles of : a) Light shade using white cement
Pre-cast terrazzo tiles 20 mm thick with marble chips of sizes upto 6 mm in skirting and risers of steps not exceeding 30 cm in height on 12 mm thick cement plaster 1 : 3 (1 cement : 3 coarse sand) jointed with neat cement slurry including rubbing and polishing complete with tiles of : a) Light shade using white cement
Extra, if terrazzo tiles are laid in treads of steps not exceeding 30 cm in width.
Applying two coats of JK or Birla or equivalent brand wall putty over cement mortar plaster to give an even and smooth wall surface complete. a) In two or more coats
Wall painting (two or coats) with plastic emulsion paint of approved brand and manufacture on new work to give an even shade.
M/s M Taying Enterprises
M/s Camdir Trading Co.
M/S D TELI ENTERPRISES
M/S N.K. Enterprises
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.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 .