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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.0 LAccepted-AOC | L1 | Accepted-AOC Being Lowest | |
| 2 | L2₹14.5 L+₹19,021.77 (1.33%)Rejected-Finance SECUNDERABAD | WARANGAL | TELANGANA | 506350 | L2 | Rejected-Finance Being Not Lowest | |
| 3 | L3₹14.7 L+₹46,855 (3.28%)Rejected-Finance | L3 | Rejected-Finance Being Not Lowest | |
| 4 | L4₹15.0 L+₹70,528.50 (4.94%)Rejected-Finance | L4 | Rejected-Finance Being Not Lowest | |
| 5 | L5₹15.3 L+₹1.1 L (7.49%)Rejected-Finance | L5 | Rejected-Finance Being Not Lowest |
Tender Value
₹18 L
EMD Value
₹36,000
Closing Date
3 Jan 2022, 6:00 pmClosed
GE MCEME SECUNDERABAD
GE MCEME Secunderabad MCEME Campus, Trimulgherry (Post) Secunderabad - 500 015
REPAIR TO BOUNDARY WALL DRAIN FOOT PATH HARD STANDING ETC IN ZONE I AREA UNDER GE MCEME SECUNDERABAD
2021_MES_492993_1
GE/MCEME/TOK 48 OF 21-22
Open Tender
Civil Works
Item Rate
180 days
SECUNDERABAD
Class E Category a(I)
7 documents required · 7 mandatory
₹500
GE MCEME SECUNDERABAD
₹36,000
Yes
17 Jan 2022
7 Dec 2021
5 Jan 2022
7 Dec 2021
3 Jan 2022
21 Dec 2021
Amount
Demolition of brick work of any description andy in any position not othterwise specifically provided for, complete all as specificed and directed by Engineer-in-Charge.
M&L for brick work with fly ash, modular bricks straight or curved on plan exc 6m mean radius built in CM 1:6, complete all as specificed and directed by Engineer-in-Charge.
M&L rendering 10mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 and finishing the surface even and smooth without using extra cement including taking down cement plaster of any description, complete all as specificed and directed by Engineer-in-Charge.
M&L rendering 5mm thick in CM 1:4 with using water proofing compound over 10mm thick in CM 1:6 on external surfaces of of brick work or concrete surfaces even and smooth without using extra cement, complete all as specificed and directed by Engineer-in-Charge.
Supply only integrated water proofing compound etc, complete all as specificed and directed by Engineer-in-Charge.
M&L for preparation of newly plasted surfaces of walls and applying two coat of oil bound distemper over a coat of alkali resistant paint, complete all as specificed and directed by Engineer-in-Charge.
M&L for preparation of newely plasted surfaces of walls and applying two coat of cement base paint over a coat of alkali resistant paint, complete all as specificed and directed by Engineer-in-Charge.
Demoltion of cement Concrete of any description and in any position not otherwise specifically provided, complete all as specificed and directed by Engineer-in-Charge.
M & L 75mm thick PCC 1:3:6 type C-2 using 40mm graded aggregate as in plinth protection, complete all as specificed and directed by Engineer-in-Charge.
M&L for 100mm thick PCC 1:4:8 type D2 using 40mm graded stone aggregate as in sub base etc., complete all as specificed and directed by Engineer-in-Charge.
M&L for 50 mm thick(after consolidation) sand filling under floors or in foundations including watering and consolidation spread, rolled and consolidated to gradient and camber required, complete all as specificed and directed by Engineer-in-Charge.
M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade with grey cement and pigment, complete all as specificed and directed by Engineer-in-Charge.
Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing srviceable tiles to store and rubbish off the premises, complete all as specificed and directed by Engineer-in-Charge.
M&L for 20 mm thick screed bed or bedding layer of mortar in cement mortar 1:6 for lying floor finishes, complete all as specificed and directed by Engineer-in-Charge.
M & L chequered cement concrete tiles 30 cm x 30 cm x 25 mm thick, set jointed and pointed in neat cement slurry with grey cement and pigments, complete all as specificed and directed by Engineer-in-Charge.
M&L for Cement concrete type B- 0, 1:2:4 (12.5mm graded stone aggregate) for coping or chamfered on edges, complete all as specificed and directed by Engineer-in-Charge.
Demolition of precast concrete block masonry, built in cement mortar incl all quoins, arches, pillars, etc. but excluding ashlar facings, dressed stonework and precast concrete articles, complete all as specificed and directed by Engineer-in-Charge.
M&L for precast cement concrete Type C1, 1:3:6 (16 mm graded aggr) solid block masonry exc 10 cm in width and set in CM 1:6, complete all as specificed and directed by Engineer-in-Charge.
M&L for plain cement concrete 1:4:8 type D2 using 40mm graded stone aggregate as in surface channel or drain, complete all as specificed and directed by Engineer-in-Charge.
M&L cement type C2 1:3:6, using 40mm graded stone aggregate as in surface channel and drains etc, complete all as specificed and directed by Engineer-in-Charge.
S&F in PVC (SWR) 100/110 mm bore single socketed pipes in any length with rubber ring joints, complete all as specificed and directed by Engineer-in-Charge.
Demolition of reinforced cement concrete of any descritpion, complete all as specificed and directed by Engineer-in-Charge.
M&L for precast cement concrete 1:2:4, type B1 (using 20 mm graded stone aggregate), as in man holes cover slabs etc including necessary form work and set in CM 1:6, complete all as specificed and directed by Engineer-in-Charge. Note:- Reinforcement will be measured and paid seperately
M&L for Mild steel 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, complete all as specificed and directed by Engineer-in-Charge.
PCC 1:2:4 type B-2 as in foundation,filling and mass concrete (using 40mm graded stone aggregates) complete all as specificed and directed by Engineer-in-Charge.
S&F MS work as in hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165.
Dismantling fencing wire mesh, any type, complete all as specificed and directed by Engineer-in-Charge.
Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire omplete all as specificed and directed by Engineer-in-Charge.
Supply only Chain link MS galvanisd fencing, as in fencing complete all as specificed and directed by Engineer-in-Charge.
Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut,10mm dia neck, length of bolt n exc 5cm long complete all as specified and directed
Dismantling of wrought iron or mild steel work of any description and in any position not otherwise provided for, complete all as specificed and directed by Engineer-in-Charge.
S& F Framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165,etc, complete all as specificed and directed by Engineer-in-Charge.
S& F Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required:hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165, etc, complete all as specificed and directed by Engineer-in-Charge.
S&F Rolled mild steel sections as in main & cross beams, hip & jack rafters; purlins where connected to common rafters & running rails & guides for sliding doors; fixed with angle cleats or other connecting plates, Fe410-W (Gde-E-250) quality-A, complete all as specificed and directed by Engineer-in-Charge.
M & L Preparation of new or previously untreated steel surfaces of any description, over 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide, zinc chrome primer, complete all as specificed and directed by Engineer-in-Charge.
SAI RUPA CONSTRUCTIONS
NEWS CONSTRUCTIONS
P VIJAY KUMAR
B AND H CONSTRUCTIONS
VACON INFRASTRUCTURES
STANDARD AGENCIES
BHEEMRAO PATIL CONTRACTOR
M/S Sekhar Infra Projects
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