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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹3.3 L+₹5,940 (1.84%)Rejected-Finance | L2 | Rejected-Finance NOT LOEWEST | |
| 3 | L3₹3.5 L+₹25,270 (7.82%)Rejected-Finance | L3 | Rejected-Finance NOT LOWEST | |
| 4 | L4₹3.5 L+₹31,110 (9.63%)Rejected-Finance HOUSE NO 39 KRISHNA VIHAR OPPOSITE KV AIR FORCE MANAURI DISTT PRAYAGRAJ UP 212208 | PRAYAGRAJ | UTTAR PRADESH | 212208 | L4 | Rejected-Finance NOT LOWEST | |
| 5 | L5₹3.7 L+₹49,460 (15.3%)Rejected-Finance | L5 | Rejected-Finance NOT LOWEST |
Tender Value
₹4 L
EMD Value
₹8,000
Closing Date
13 Jan 2020, 6:00 pmClosed
AGE (I) R AND D JODHPUR
AGE (I) R AND D JODHPUR, Defence Laboratory, Ratanada Palace, Jodhpur- 342011
REPAIR TO CERTAIN BOUNDARY WALL AND OTHER MISC WORK AT DEFENCE LAB JODHPUR
2019_MES_307904_1
8370/E8
Open Tender
Civil Works
Item Rate
120 days
AGE (I) R AND D JODHPUR
AS PER TENDER DOCUMENTS
7 documents required · 7 mandatory
₹300
AGE (I) R AND D JODHPUR
₹8,000
Yes
11 Sept 2020
20 Dec 2019
14 Jan 2020
20 Dec 2019
13 Jan 2020
30 Dec 2019
21 Dec 2019 - 28 Dec 2019
Amount
Demolition of brickwork or stone/boulder masonry, built in cement mortar including all quoins arches, pillers etc but excluding ashlar facings, dressed stone work and precast concrete articles and removal unserviceable materials, debris and rubbish to a distance not exceeding 100m complete all as specified & directed by Engineer-in-charge.
M&L squared rubble walling, Jodhpur type, regular courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) complete all as specified & directed by Engineer-in-charge.
M&L squared rubble walling, Jodhpur type, regular courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) except stone complete all as specified & directed by Engineer-in-charge.
Extra over stone walling for hammer dressing to face stones with maximum depression on face from a straight edge not exceeding 20mm & dressing face beds and joints as specified to squared rubble walling Jodhpur type brought up to courses or regular course complete all as specified & directed by Engineer-in-charge.
Racking out joints/ pointing to squared rubble masonry built in cement mortar or cement lime mortar, coursed or uncoursed in walls not less than 12mm deep, washing the joints, removing rubbish off the premises and keeping the surface to pointed or plastered wet for two days prior to re-pointing or plastering complete all as specified & directed by Engineer-in-charge.
M&L keyed pointing in cement mortar (1:3) mixed with white cement and pigment to match the colour of stone to squraded rubble masonary coursed or un coursed complete all as specified & directed by Engineer-in-charge.
Taking down cement or cement lime plaster, any description on brick or stone walls/ceiling etc including racking out joints, hacking for key, scrubbing down with water etc and removal of rubbish off the premises and leaving the work clear of any plastering complete all as specified & directed by Engineer-in-charge.
M&L 15 mm thick , plaster in cement mortar (1:4) on stone masonry wall surfaces or surfaces other than fair faces of brick work or one side of lathing and finishing the surface even and smooth without using extra cement including water proofing compound complete all as specified & directed by Engineer-in-charge. Note:- Water proofing compound shall be measured and paid separtely in respective item as supply only.
Supply only integral water proofing compound all as specified & directed by Engineer-in-charge.
M&L preparation of new plastered surfaces of wall and applying two coats of cement base paint over one coat of primer complete all as specified and directed by Engineer-in-charge.
M&L preparing new or old plastered surfaces of walls and applying two coats of water based paint (exterior emulsion) over a coat of professional exterior wall primer complete all as specified & directed by Engineer-in-charge. (APEX ULTIMA from Asian or equivalent make).
Dismantling wroght iron or mild steel work of any description not otherwise provided complete all as specified & directed by Engineer-in-charge.
S&F, rolled mild steel framed work as in grills/railing/steps/guard bars/posts/strutc including cutting tops to save as directed, drilling holes, notching for wire etc, of angle or other section confirming to Fe 290 (Gde E-165) complete all as specified & directed by Engineer-in-charge.
M&L preparation of new or previously untreated steel surface of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint of approved tint over a coat of red- oxide, zinc chrome primer complete all as specified & directed by Engineer-in-charge.
M&L preparation of old steel surface of any description, over 10 cm width or girth, not otherwise described and applying one coat of synthetic enamel paint (ordinary tint) complete all as specified & directed by Engineer in charge.
Taking down steel gate from boundary wall and compound wall etc and refixing the same after repairs (welding, holdfast refixing etc) complete all as specified and directed by Engineer-in-charge.
Demolition of reinforced cement concrete of any description and in any position not other wise specifically provided and removal unserviceable materials, debris and rubbish to a distance not exceeding 100m complete all as specified & directed by Engineer-in-charge.
M&L Mild steel TMT bars 10mm dia and over as in reinforcement cut to length bent to shape required including bending,cranking and hooking ends and binding with and including MS wire (annealed) not less than 0.90mm dia complete all as specified & directed by Engineer-in-charge.
M&L Mild steel TMT bars 6 to 8 mm dia as in reinforcement cut to length bent to shape required including bending,cranking and hooking ends and binding with and including MS wire (annealed) not less than 0.90mm dia complete all as specified & directed by Engineer-in-charge.
M&L reinforced cement concrete (1:2:4) type B-1 using 20mm graded crushed stone aggregate as in pillars, plinth beam, lintel beam etc, for boundary wall/ compound wall and similiar works complete all as specified & directed directed by Engineer-in-charge.
Form work to sides of pillars, post, struts, plinth beam, lintel beam etc, for rough finished concrete surfaces all as specified & directed by Engineer-in-Charge.
M&L precast cement concrete louvres and jallies, 1:2:4 Type B0 using 12.5 mm graded crushed stone aggregate 50 mm thick (measured solid), including all mouldings, but excluding frame (Pre cast frame shall be measured separately and paid separately and set in cement mortar 1:4 complete all as specified & directed by Engineer-in-charge.
Labour only for fixing precast cement concrete louvres and jallies, obtained from demolition set in cement mortar 1:4 complete all as specified & directed by Engineer-in-charge.
Dismantling stone sett paving of any description or thickness laid bedded and pointed in any mortar and similar works complete all as specified & directed by Engineer-in-charge.
M&L machine cut stone slab 35 to 40 mm thick dressed true & square, in one length not less than 60 cm & n exc, 300 cm as in coping of boundary wall etc, set in cement mortar 1:4 complete all as specified & directed by Engineer-in-charge.
Demolition of cement concrete unreinforced in ground floors, kota stone, granite flooring, tiles flooring and pavings not exceeding 15cm thickness (below or above ground level) and removal unserviceable materials, debris and rubbish to a distance not exceeding 100m complete all as specified & directed by Engineer in charge.
M&L PCC (Pre cast) 1:2:4 type B0 using 12.5 mm crushed stone aggregate in lintels up to 1.5 mm clear span, cills, steps, seismic & other similar bands, plinth course, string course, lacing course, parapets & railing up to 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in items 159, water trought & the like incluing weathering, slightly rounded or chamfered angles & throating, as directed.
Labour for cleaning/removing small branches, bushes etc along the boundary wall for carrying repair works than removing all type of debris to a distance exc 50 mm & n exc 100 mtr all as specified and directed by Engineer-in-Charge
Complete removal of strains, dirts, & insoluble black/white bloom visible on the surface of stone masonary walls finished by any type of joints (flush/key/butt/grooved) as per site with proper effective cleaning including washing thorougly with fresh water complete all as specified & directed by Engineer-in-Charge
Amrita Builders and Consultants
m/s Firoz khan
Amresh Traders
SHRI BHIKSHU ART AND CONSTRUCTION CO
HOODA CONSTRUCTION COMPANY
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