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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.5 LAccepted-AOC NEAR CIVIL HOSPITAL WARD NO 07 VPO CHOWARI DISTT CHAMBA HP 176302 | CHOWARI | CHAMBA | HP | 176302 | L1 | Accepted-AOC Being L1 and Reasonable | |
| 2 | L2₹18.0 L+₹1.5 L (9.16%)Rejected-Finance | L2 | Rejected-Finance Being not L1 | |
| 3 | L3₹18.5 L+₹2.0 L (12.2%)Rejected-Finance | L3 | Rejected-Finance Being not L1 | |
| 4 | L4₹18.5 L+₹2.1 L (12.5%)Rejected-Finance | L4 | Rejected-Finance Being not L1 | |
| 5 | L5₹19.5 L+₹3.0 L (18.3%)Rejected-Finance VILL NAYA GUGNAN PO SUJANPUR TEH DISTT PATHANKOT 145023 | PATHANKOT | PATHANKOT | PUNJAB | 145023 | L5 | Rejected-Finance Being not L1 |
Tender Value
Refer Docs
EMD Value
₹15,500
Closing Date
2 Apr 2022, 6:00 pmClosed
AGE(I) Dalhousie
AGE(I) Dalhousie
PROVN OF RETAINING WALL NEAR JCO MESS AT BDE DALHOUSIE PAVER BLOCK ON PATH NEAR BLDG NO P 63 DALHOUSIE AND AREA DRAINAGE AT PORTION OF APCH RD FROM BEAST TRAINER GATE TO OFFICE AREA AT BAKLOH CANTT
2022_MES_513191_1
8853/2021-22/E8
Open Tender
Civil Works
Item Rate
180 days
AGE(I) Dalhousie
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Yes
AGE(I) Dalhousie
₹15,500
Yes
AGE(I) Dalhousie
13 Aug 2022
11 Mar 2022
4 Apr 2022
11 Mar 2022
2 Apr 2022
26 Mar 2022
11 Mar 2022 - 21 Mar 2022
21 Mar 2022
Amount
Excavation over areas, n exc 1.50m deep and getting out in hard/dense soil etc all as specified.
M&L Removing Excavated soils not exceeding 50 M and depositing where directed at a level not exceeding 1.5 M above the starting point.
Returning filling in, including spreading,levelling,watering and well ramming in layers not exc 25cm etc .
M&L PCC 1:5:10 type E-2 (Using 40 mm grade aggregate) in foundation, filling and mass concrete
M&L walling of random rubble masonry,uncoursed ,well bonded,bedded and solidly hearted , built in 1:6 cement masonry etc.
M&L Provinding precast 1:2:4 (20mm graded aggregate) cement concrete in quoin block (for use with masonry),as in bond stone, string urse,copings,kneelers,apex stones,pier caps,columns,posts,boundary pillars,bed plates,bond stones set in mortar 1:6etc all as specified.
M&L TMT bar 6 to 8mm dia and over cut to length bend to shape required indd cranking bending spirally as in stirrups for column,bond stones hooking ends & binding with and incld mild steel wire (annealed) not less than 0.90mm dia or securing with chips as directed
M&L TMT bar 10mm dia and over cut to length bend to shape required indd cranking bending spirally for column, hooking ends & binding with and incld mild steel wire (annealed) not less than 0.90mm dia or securing with chips as directed
M&L for 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(40mmGranite or Trap stone) .
M&L supply only 75mm bore PVR(SWR) pipe single socketed in any length
M&L Raised pointing to random masonry ,uncoursed or brought upto course in cement mortar 1:4 etc
M&L cement concrete type B01:2:4(20mm graded aggregate) in lintels upto 1.5m clear span,cills,steps,seismic and other similar bands,plinth courses,string courses,lacing course,parapets and railing upto 60cm in ht,copings,kneelers,apex stones,bed plates,kerb etc all as specified.
M&L for stone boulder s Hand packing (any thickness) at back of walls over arches etc. And raising (or lowering) to the required level etc
Demolition of PCC of any description and any position not otherwise specifically provided for and removing rubbish off the premises.
M&L Cement concrete type C-1, 1:3:6 (20mm graded aggregate) used in path, mass concrete and filling
M&L Cement concrete 1:3:6 type C-2, using 20 mm graded crushed stone aggregates as in surface channel and drains, complete all as spd.
M&L Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete specified & directed.
M & L Brick work with sub class 'B' bricks, straight or curved on plan exc 6 m mean radius, built in cement mortar 1:6 complete as specified and directed.
M&L rendering 15 mm thick on external surfaces of wall in cement mortar 1:4 all as specified and directed.
M&L Extra for forming fair finished drain or drain channel 30 cm inner girth in cement concrete using extra cement including forms moulds mitred stopped ends etc complete all as speciied and directed.
Reinforced concrete pipes of 300 dia, class NP3, laid and jointed complete with collars complete all as specified.
M/s Joginder Paul Bhatia
M/S BISHAN DASS AND SONS
Roshan Lal Thakur
Substantial Const. Co.
Havish Construction
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