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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.9 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹43.7 L+₹78,078 (1.82%)Rejected-Finance | L2 | Rejected-Finance NOT LOWEST BIDDER, HENCE REJECTED | |
| 3 | L3₹44.1 L+₹1.2 L (2.87%)Rejected-Finance | L3 | Rejected-Finance NOT LOWEST BIDDER, HENCE REJECTED | |
| 4 | L4₹44.3 L+₹1.4 L (3.23%)Rejected-Finance | L4 | Rejected-Finance NOT LOWEST BIDDER, HENCE REJECTED | |
| 5 | L5₹44.4 L+₹1.5 L (3.49%)Rejected-Finance BUILDING NO FLAT NO 19 6TH CROSS ROAD SANJEEVINI NAGAR MUDALAPALYA BANGALORE 560072 | BANGALORE | BANGALORE | KARNATAKA | 560072 | L5 | Rejected-Finance NOT LOWEST BIDDER, HENCE REJECTED |
Tender Value
₹43 L
EMD Value
₹86,000
Closing Date
4 Jul 2024, 6:00 pmClosed
GE KOTA
DADWARA KOTA RAJASTHAN 324002
REPAIRS TO DRAINAGE SYSTEM, CULVERTS, INTERLOCKING PATH, CHEQUERED TILES, HARD STANDING ETC IN CENTRAL SECTOR UNDER AGE B/R-I AREA AT MIL STN KOTA
2024_MES_660052_1
8836E8
Open Tender
Civil Works
Item Rate
183 days
GE KOTA
AS PER TENDER DETAILS
8 documents required · 8 mandatory
₹500
Yes
GE KOTA
₹86,000
Yes
26 Oct 2024
15 Jun 2024
11 Jul 2024
15 Jun 2024
4 Jul 2024
29 Jun 2024
Amount
Taking down cement plaster of any description and thickness on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water etc, complete all as specified and directed.
Dismantling wrought iron or mild steel work of any description not otherwise provided for, complete all as specified and directed.
Demolition of cement concrete (un-reinforced) of any description and in any position not otherwise specifically provided for and removal all rubbish material outside of MoD land complete all as specified and directed.
Demolition of stone slabs and tiles of any description or thickness in floors etc, laid, bedded and pointed in any mortar, complete all as specified and directed.
Demolition of reinforced cement concrete as in roofs, floors (other than ground floors), beams, staircases, landing, chajjas and similar suspended work (reinforcement cut as required to facilitate demolition) and removing rubbish from premises, complete all as specified and directed.
Demolition of brick work/stone boulder masonry, built in CM incl all quoins, arches, pillars etc but excluding ashlar facing, dressed stone work and precast concrete articles, complete all as specified and directed.
M&L for providing precast cement concrete 1:2:4, type B-1 using 20 mm graded stone aggregate as in landings, cover slabs (for manholes etc), chajjas, water troughs, mangers, shelves and similar articles with plain faces including necessary formwork, set in CM 1:4, complete all as specified and directed.
M&L for mild steel TMT bars 8 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, slabs, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality confirming to TMT bars complete all as specified and directed.
M & L for providing cement concrete 1:2:4 type B-2 using 40 mm graded crushed stone aggregate as in surface channels and drains and benching & including finishing the top of benching even and smooth using extra cement complete all as specified and directed. Note :- Forming fair finished channel shall be measured and paid separately under respective item of the BOQ.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement & including forms, moulds mitred/stopped ends etc complete all as directed. Note :- Measurment shall be taken only for inner girth.
M&L brick work with pulverized fuel Ash-lime bricks (Fly ash bricks - non modular size), straight or curved on plan exc 6 m mean radius, built in CM 1:6, complete all as specified and directed.
M&L walling of random rubble, uncoursed well bonded, bedded and solidly hearted, built in Cement Mortar 1:6, including finishing the joint, flush as the work proceeds complete all as specified and directed.
M & L for walling of random rubble, except stone i.e. using old serviceable stone obtained from demolition under serial item No. 6.00 (here-in-before), uncoursed well bonded, bedded and solidly hearted, built in Cement Mortar 1:6, including finishing the joint, flush as the work proceeds complete all as specified and directed.
Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses, with maximum depression on face from straight edge held against the dressed surface not exceeding 40 mm; to block in course masonry, complete all as specified and directed.
M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4, surface finished even and smooth without using extra cement, complete all as specified and directed.
M&L for rendering 15 mm thick on stone masonry surfaces or other than fair faces of brick work in cement mortar 1:4, surface finished even and smooth without using extra cement, complete all as specified and directed.
M&L applying three coats of white wash after preparation of new plastered surfaces of walls, complete all as specified and directed.
S&F PVC (SWR) pipe 75 mm dia, single socketed, in any length with rubber ring joints and laid in trenches/floor and including taking down old unserviceable existing pipe complete all as specified and directed.
M&L for preparing new steel surfaces exceeding 10cm width or girth and applying two coats of synthetic enamel paint over and including one coat of red oxide zinc chrome primer, complete all as specified and directed.
M&L for preparing new plastered or concrete surfaces of any description exceeding 10cm width or girth and applying two coats of synthetic enamel paint over and including one coat of suitable primer, complete all as specified and directed.
M&L for preparing old plastered or concrete surfaces of any description exceeding 10cm width or girth and applying two coats of synthetic enamel paint over and including one coat of suitable primer, complete all as specified and directed.
M & L for PCC 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.
M & L for PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.
M&L for machine pressed precast concrete interlocking paver block (glossy finish) any shape and size made with grey cement and pigment, confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade, laid over and including 25 mm thick sand cushioning, complete all as specified and directed.
M&L for machine pressed precast concrete interlocking paver block (glossy finish) any shape and size made with grey cement and pigment, confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade, laid over and including 25 mm thick sand cushioning, complete all as specified and directed.
M&L chequered cement concrete tiles 25 cm x 25 cm x 25 mm thick, set jointed and pointed in neat cement slurry with grey cement and pigments as in floors, laid over and including 20 mm thick screed in CM 1:6, complete all as specified and directed.
M&L for laying full body vitrified matt finish paving tiles of size 300x300x10mm thick suitable for exterior areas, set and jointed in neat cement slurry and pointed in white cement mixed with pigment to match the colour of tiles confirming as per IS 15622:2017, laid over and including 15 mm thick screed in CM 1:6, complete all as specified and directed.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed.
S & F for mild steel work of angle iron or flat iron etc for hand rails, half round or other stock 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 complete all as specified and directed.
M & L for 300 mm bore Reinforced concrete pipes, class NP2, laid and jointed complete with collars & including demolition and breaking up existing drain pipes complete all as specified and directed.
M & L for 450 mm bore Reinforced concrete pipes, class NP2, laid and jointed complete with collars & including demolition and breaking up existing drain pipes complete all as specified and directed.
M & L for 600 mm bore Reinforced concrete pipes, class NP2, laid and jointed complete with collars & including demolition and breaking up existing drain pipes complete all as specified and directed.
M/S R.K. Builders & Developer
ANNAPURNA ENTERPRISES
K B Enterprises
RAHUL ENTERPRISES
Ganesh Contruction
ONKAR ENGINEERS
Aditya Enterprises
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