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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAccepted-AOC KANAKALAPETA YANAM | L1 | Accepted-AOC Work Order Issued | |
| 2 | L2₹8.2 L+₹53,610 (7.02%)Rejected-Finance | L2 | Rejected-Finance Rejected | |
| 3 | L3₹8.5 L+₹88,138 (11.5%)Rejected-Finance | L3 | Rejected-Finance Rejected |
Tender Value
Refer Docs
EMD Value
₹16,684
Closing Date
30 Nov 2020, 9:00 amClosed
EE PWD Yanam
Chinta Street, PWD Yanam
Improvements to the Tennis Court and Ball Badminton Court at G.M.C. Balayogi Sports Complex in Yanam
2020_PWDC2_7097_1
53/EEY/2020-21
Open Tender
Civil Works
Item Rate
30 days
Yanam
Please refer Tender documents.
2 documents required · 2 mandatory
₹525
₹16,684
19 Dec 2020
23 Nov 2020
30 Nov 2020
23 Nov 2020
30 Nov 2020
23 Nov 2020
Amount
15.2.1 Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead -nominal concrete 1:3:6 or richer mix (i/c equivalent design mix).
Basic Code No. 0293 Supplying 40mm HBG Metal etc, complete as directed by the Engineer- in- charge Stone aggregate (single size):40mm nominal size.
Basic Code No.0120 Supplying of common burnt clay FPS (non modular) bricks etc complete as directed by the Engineer-in-charge.
2.27B Supplying and filling with red earth (excluding rock) including cost and conveyance to the work site and stacking to the departmental gauge , spreading in layers not exceeding 20cm in depth, watering and consolidation using 0.5 tonne roller , or wooden or steel rammers etc. complete for making play fields , running tracks and court yards.
20.1.1 Providing, driving and installing driven cast -in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified ,excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) - 400 mm dia piles.
2.27 Supplying and filling in plinth with river sand under floors, including watering ,ramming consolidating and dressing complete.
4.1.10 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size).
5.9.5 Centering and shuttering including strutting, propping etc and removal of form for - Lintels, beams, plinth beams, girders , bressumers and catilevers.
5.1.2 Providing and laying in position specified grade of reinforced cement concrete , excluding the cost of centering , shuttering , finsishing and reinforcement - All work upto plinth level 1:1.5:3 (1cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
6.4.1 Brick work with common burnt clay F.P.S (non modular ) bricks of class designation 7.5 in superstructure above plinth level upto floor five level in all shapes and sizes in - cement mortar 1:4 ( 1 cement : 4 coarse sand).
5.22.7 Steel reinforcement for R.C.C.work including straightening, cutting, bending placing in position and binding all complete upto plinth level - Thermo -Mechanically treated bars (ISI BRAND OF APPROVED MAKE) Fe - 415 or more.
13.1.1 12mm cement plaster of mix -1:4 ( 1 cement : 4 fine sand)
13.2.1 15mm cement plaster on the rough side of single or half brick wall of mix - 1:4 (1cement : 4 fine sand).
10.25.2 Steel work welded in built up sections /framed work , including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required - in gratings, frames, guard bar, ladder, railings, brackets,gates and similar works
30.37 Desilting the canal by removing silt, slush and debries from the bed of the drain in uhygenic and foul condition including disposal of the same within an average lead of 1KM without polluting the environment by mechanical means removing the grass , buses etc., complete.
4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
6.1.2 Brick work with common burnt clay F.P.S.(non modular ) bricks of class designation 7.5 in foundation and plinth in - cement mortar 1:6 (1 cement : 6 coarse sand).
2.31 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
8.2.2.1 Providing and fixing 18mm thick 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 20mm 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 - Granite of any colour and shade - Area of slab upto 0.50 sqm.
8.3.2 Providing edge moulding to 18mm thick marble stone counters ,vanities etc., including machine polishing to edge to give high gloss finish etc. complete - Granite work.
14.72 Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia .M.S.tube 1.5m centre to centre , horizontal & vertical tubes joining with cup & lock system with M.S.tubes, M.S.tube challies, M.S.clamps and M.S.staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc.complete as approved. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. (Note: This item to be used for maintenance work judicically, necessary deduction for scaffolding in the existing item to be done.
PEDDIMSETTY RAJU
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