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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹4.3 L+₹13,030 (3.15%)Rejected-Finance 10 SUBASH COLONY DEF LAB ROAD RATANADA JODHPUR 342006 RAJ | JODHPUR | JODHPUR | RAJASTHAN | 342006 | L2 | Rejected-Finance NOT LOWEST | |
| 3 | L3₹4.6 L+₹45,615 (11.0%)Rejected-Finance NOT SPECIFIED IN THE DOCUMENT | L3 | Rejected-Finance NOT LOWEST | |
| 4 | L4₹4.7 L+₹57,405 (13.9%)Rejected-Finance | L4 | Rejected-Finance NOT LOWEST |
Tender Value
₹5 L
EMD Value
₹10,000
Closing Date
26 Aug 2019, 6:00 pmClosed
AGE (I) R AND D JODHPUR
AGE (I) R AND D Jodhpur Defence Laboratory Ratanada Palace Jodhpur- 342011
REPAIR TO CERTAIN DRAIN CULVERT AT DEFENCE LAB JODHPUR
2019_MES_271432_1
8349/E8
Open Tender
Civil Works
Item Rate
120 days
AGE (I) R AND D JODHPUR
AS PER TENDER DOCUMENTS
7 documents required · 7 mandatory
₹500
AGE (I) R AND D JODHPUR
₹10,000
Yes
20 Jan 2020
31 Jul 2019
30 Aug 2019
31 Jul 2019
26 Aug 2019
10 Aug 2019
1 Aug 2019 - 8 Aug 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) 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/ceilings etc including racking out joints, hacking for key, scrubbing down with water etc removal of rubbish off the premises, removal and depositing where directed and leaving the more clean of any plastering complete all as specified and 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 complete all as specified & directed by Engineer-in-charge.
Dismantling stone slab,interlocking paver blocks & tiles of any description or thickness in floors, aprons etc laid dry or laid dry and pointed, stacking serviceable material and removal unserviceable materials, debris and rubbish to a distance not exceeding 100m complete all as specified & directed by Engineer in charge.
S&F 7.50 cm thick sand stone slabs as in sun-shades, chajjas, shelves, cills, landings, cover stones for drains,manhole cover, templates, etc not exceeding 2m in length, punched dressed on face and along exposed edges, self faced on other side and set and pointed in cement mortar (1:4) complete all as specified & directed by Engineer-in-charge.
S&F 7.50 cm thick sand stone slabs as in sun-shades, chajjas, shelves, cills, landings, cover stones for drains,manhole cover, templates, etc not exceeding 2m in length, punched dressed on face and along exposed edges, self faced on other side and set and pointed in cement mortar (1:4) except sans stone slab complete all as specified & directed by Engineer-in-charge.
Demolition of cement concrete unreinforced in ground floors 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 plain cement concrete 1:2:4 type B-0 using 12.50 mm graded creshed stone aggregate cast in situ in lintels up to 1.5 m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings up to 60 cm in height, copings, kneelers, apex stones, bed plates, water through and the like including weathering, slightly rounded or chamfered angles and throating including use of form work (straigth or curved) complete all as specified & directed by Engineer-in-charge.
M&L plain cement concrete (1:3:6) type C-2 using 40 mm graded crushed stone aggregate as in foundations,surface channels and drains, filling & mass concrete complete all as specified & directed by Engineer-in-Charge.
M&L precast cement concrete (1:2:4) type B-1 using 20mm graded crushed stone aggregate as in window or door cills,lintels,bressumers,steps,quoin blocks,string courses,copings,kneelers,apex stone,pier caps, columns ,posts, boundary pillers,bed plates,pintle blocks,ancho-rage blocks,boulders, corbels, brackets,etc with plain fair faces,including chamfers,weatherings,kerb stone ,throat-ing etc.and setting in cement mortar 1:4 complete all as specified & directed by Engineer in charge.
M&L preparing new plastered or unplastered surfaces of walls and applying two coats of plastic emulsion paint over a coat primer complete all as specified & directed by Engineer-in-charge.
M&L preparing old plaster/ concrete surfaces of walls by brooming down or steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasing spots and applying two coats of plastic emulsion paint over a coat primer complete all as specified & directed by Engineer-in-charge.
Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in any type of soil complete all as specified & directed by Engineer-in-Charge
Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil complete all as specified & directed by Engineer-in-Charge.
Removing excavated soil to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified & directed by Engineer-in-Charge.
Cleaning grass,vegetation,saplings,shrubs,brushwood, undergrowth,roots,and trees not exceeding 30 cm girth(measured one metre above ground level) and removing rubbish upto a distance of 100 metres outside the periphery of the area under clearance complete all as specified and directed by Engineer in charge.
Panwar Electricals
B K Construction Co.
M/S Dharam Chand Lal Chand Jain
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