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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.4 LAccepted-AOC | L1 | Accepted-AOC Since fulfilling the criteria for qualifying as per details published | |
| 2 | L2₹11.1 L+₹74,749 (7.19%)Rejected-Finance TC 50 956 I VASATHY TRWA 395 THALIYAL KARAMANA PO THIRUVANANTHAPURAM KERALA 695 002 | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695002 | L2 | Rejected-Finance Rejected L1 being accepted | |
| 3 | L3₹12.0 L+₹1.6 L (15.1%)Rejected-Finance | L3 | Rejected-Finance Rejected L1 being accepted | |
| 4 | L4₹12.0 L+₹1.6 L (15.1%)Rejected-Finance | L4 | Rejected-Finance Rejected L1 being accepted | |
| 5 | L5₹12.4 L+₹2.0 L (19.3%)Rejected-Finance HOUSE NO 105 PANTHEERMA VILLAI NEAR NELLIKKAVILLAI CSI CHURCH VELLAYAMBALAM VENCODE P O KANYAKUMARI DIST TAMIL NADU 629 171 | VENCODE | KANYAKUMARI | TAMIL NADU | 629171 | L5 | Rejected-Finance Rejected L1 being accepted |
Tender Value
₹13.5 L
EMD Value
₹27,000
Closing Date
28 Oct 2022, 6:00 pmClosed
GE Army Trivandrum
Office of Garrison Engineer Army, Thirumala Post, Trivandrum-06
As per tender documents
2022_MES_554853_1
GE (ARMY) TVM 9487/E8
Open Tender
Civil Works
Item Rate
180 days
Trivandrum
As per NIT
8 documents required · 8 mandatory
₹500
GE Army Trivandrum
₹27,000
Yes
18 Nov 2022
28 Sept 2022
4 Nov 2022
29 Sept 2022
28 Oct 2022
14 Oct 2022
Amount
Demolition of stone slabs/ tiles of any description or thickness in floors, aprons etc laid bedded and pointed in any mortar including remove and the rubbish off the premises etc complete all as specified and directed.
Demolition of cement concrete of any description in any position not otherwise specially provided for etc complete all as specified and directed
M&L for 75mm thick cement concrete 1:3:6 type C2 (40 mm graded stone agg) finished even and smooth without using extra cement as in plinth/hard standing etc complete all as specified and directed
M&L for 75mm thick cement concrete 1:3:6 type C2 (40 mm graded stone agg) as in sub base of floor etc complete all as specified and directed
M&L for 20 mm thick screed bed or bedding layer of mortor for laying floor in CM(1:6) etc complete all as specified and directed
M&L for Chequered cement concrete tiles 400x400x 20-25mm thick coloured set jointed and pointed in neat cement slurry in floors with grey cement and pigment etc complete all as specified and directed
M&L for Sand filling /cushioning under floors or in foundations including watering and consolidation etc complete all as specified and directed
M&L for machine pressed precast concrete interlocking coloured paver block any shape and size confirming to IS 15658-2006 of 55 to 60 mm thickness , M-35 Grade with grey cement and pigment etc complete all as specified and directed
M&L for providing cement concrete in (kerb stone) 1:2:4 type B1 using 20mm graded stone aggreagate and set in cement motor 1:6 etc complete all as specified and directed
M&L for cement concrete in foundations, filling and mass concrete in type C2, 1:3:6 (40 mm graded stone aggregate) etc complete all as specified and directed
Demolition of brick work/stone masonry built in cement mortar and removing the debris/rubbish to a distance n.exc 100m as directed by Engineer-in-Charge.
M&L for Pre-Cast Cement Concrete block masonry type C1, 1:3:6 (using 20mm graded stone aggregate) with solid blocks exc 10 cm in width and setting in CM 1:4 etc complete all as specified and directed
All as per item No 12 above but except cement concrete block.
M&Lfor Brick work with sub class ‘B’ bricks, straight or curved on plan exc 6 m mean radius built in cement mortar 1:6 etc complete all as specified and directed.
M&L for Walling of random rubble uncoursed, well bounded, bedded and solidly hearted and brought up to course and built in CM 1:6 etc complete all as specified and directed
M&L for Extra over stone walling for hammer dressing to granite / trap stones with maximum depression on face from straight edge held against the dressed surface not exceeding 40mm and dressing of face beds and joints as specified, of random rubble walling uncoursed or brought upto courses etc complete all as specified and directed
All as per item No 16 above but except stones.
M&L for Flush pointing in cement mortor 1:4 on random rubble masonry, uncoursed or brought upto course etc complete all as specified and directed
Taking down of cement plaster incl hacking out of joints, hacking for key, scrubbing down with water etc complete all as specified and directed
M&L for Rendering 15 mm thick cement plaster on fair faces of brick work/concrete in cement mortar 1:4, finished even and smooth with out using extra cement etc complete all as specified and directed
M&L for PCC 1:2:4 type B1 using 20mm graded stone aggregate as in coping etc complete all as specified and directed
Taking down chowkats or frames exc. 1.5 Sqm but not exc. 4 Sqm each (without taking off shutters from the frame) etc complete all as specified and directed
S&F Aluminum door/windows using powder coated aluminum sections, including necessary joining cleats,glazing clips, rubber neoprene packing, handles aluminum snap beading screws etc powder coating of any colour (thickness of powder coating minimum 50 micron ) complete all as specified and directed.
S&F Door closer hydralulically regulated designation No 3 universal type, suitable for door shutters of 851 to 1000 mm width and weight between 61 to 80 Kg and fixed using aluminium extruded section all as specified and directed.
S&F Brass Mortice lock of 4 Levers, vertical type, of size 100mm etc complete all as specified and directed
S&F floor door stopper of aluminium alloy body and tongue, anodised with hard drawn steel spring, fixed in floor (Overall length of cover plate 150mm) etc complete all as specified and directed
S&F Double action floor spring hydraulically regulated made up of minimum 1.25mm thick aluminiumallow sheet foundation box, main body with stainless steel cover, governing pivot made of brass, other parts made of mild steel heavy duty and fixed etc complete all as specified and directed
S&F 12mm thick prelaminated particle board, exterior grade, prelaminated one side with decorative choice lamination & other side balancing white lamination, fixed with screws to fimber frame work etc complete all as specified and directed
S&F Sheet glass ordinary quality and glazing with rubber neoprene packing in square exc 0.5 sqm in each pane 5.5 mm thick glass etc complete all as specified and directed by engineer in charge.
M&L for Pre-cast cement concrete type B1 1:2:4 using 20 mm graded stone aggregate as in cover slab including necessary form work set in CM 1:4 etc complete all as specified and directed
S&F TMT bars 10mm dia and over cut to length, bent to shape required including cranking bending spirally for hooping for columns hooking ends and binding with and including MS wire (annealed) not less than 0.9 mm dia or securing with clips etc complete all as specified and directed
Taking down existing aluminium door frames including shutter exc. 1.5 Sqm but not exc. 4 Sqm and re-fixing the same opening after carry out the necessary repair all as speified and directed by engineer in charge.
Cutting/cleaning/removing small trees, saplings,shrubs and under growth from roofs ,brick walls,chajjas and total roof area cleaning for one building (removing of grass,shrubs/small trees,saplings ,roots )etc including taking out complete roots from inside of PVC pipes (75mm or110mm or 160mm Dia),walls/chajjas,roofs and making good surfaces in cement concrete 1:2:4 type B1 or in cement mortar (1:4) and re fixing of the Pvc pipe to match the existing surfaces all as specified (Upto four storey building) etc complete all as specified and directed.
S&F 110mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls including bend/branch pipe/clips whereever required and necessary scaffolding inclding taking down the existing PVC pipe and demoliton of PCC/brick work and making good to match with existing surface all as specified (upto four storey building)
Removing debries from open drain and dipositing debris not exc 50 mtrs distace ,and dipositig where directed at a level not exc 1.5 mtr above the starting point ,depth of drain not exceeding 1 Mtr all as specified and directed.
Satheesh Kumar
JESWIN BUILDERS
SHILPA ENGINEERS AND CONTRACTORS
DJ GROUP
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