Loading…
Tenderkart now works inside Claude and ChatGPT: search and analyse tenders right from your chat
Loading…
Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 CrAdmitted-Finance ATHWAJAN SRINAGAR 191101 J K | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 191101 | L1 | Admitted-Finance | |
| 2 | L2₹3.8 Cr+₹5,204.20 (0.01%)Admitted-Finance KRAL PORA BAGH I MEHTAB NEAR MANCHOWA PETROL PUMP DISTRICT BUDGAM 190019 J K | BUDGAM | BUDGAM | J K | 190019 | L2 | Admitted-Finance | |
| 3 | L3₹4.1 Cr+₹39.2 L (10.4%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹4.3 Cr+₹53.8 L (14.3%)Admitted-Finance RAILWAY COLONY NOWGAM SRINAGAR JAMMU AND KASHMIR 190015 | BUDGAM | JAMMU AND KASHMIR | 190015 | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S RATHER CONSTRUCTION CO L2 | ASM BUILDERS L1 | M/S ALBURAQ INFRATECH PRIVATE LIMITED L3 | AHMED CONSTRUCTIONS AND INFRA PVT LTD L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | B/R WORKS:-
M & L for Earth work in excavation on all kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed complete all as specified and directed. | 7,025 | Cum | 200 ₹14,05,000 | 150 ₹10,53,750 Lowest | 197 ₹13,83,925 | 265 ₹18,61,625 |
| 2.00 | All as per item No 1 here-in-before but exc 1.5m and n exc 3.0 mtr depth. | 173 | Cum | 200 ₹34,600 | 120 ₹20,760 Lowest | 300 ₹51,900 | 265 ₹45,845 |
| 3.00 | M&L for PCC 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete and for steel poles, complete all as specified and directed. | 20.38 | Cum | 3,500 ₹71,330 Lowest | 4,000 ₹81,520 | 4,000 ₹81,520 | 4,500 ₹91,710 |
| 4.00 | M&L for Walling random or polygonal rubble, brought up to course, well bonded, bedded and solidly hearted, built in cement mortar 1:4, and pointing surface in contact in same mortar complete all as specified and directed. | 210 | Cum | 5,000 ₹10,50,000 | 4,000 ₹8,40,000 Lowest | 4,000 ₹8,40,000 Lowest | 5,500 ₹11,55,000 |
| 5.00 | 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 broughtupto courses, Hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc.40mm in granite or trap stone complete all as specified and directed. | 190 | Sqm | 200 ₹38,000 | 100 ₹19,000 Lowest | 200 ₹38,000 | 400 ₹76,000 |
| 6.00 | 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 broughtupto courses, Hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc.20mm in granite or trap stone complete all as specified and directed. | 18 | Sqm | 100 ₹1,800 Lowest | 100 ₹1,800 Lowest | 190 ₹3,420 | 400 ₹7,200 |
| 7.00 | M&L for providing cement concrete 1:2:4, Type B-1 (20mm graded aggregate) as in lintels upto 1.5m clear span, cills, steps, seismic bands, coping (PCC Bond Stones), roof kerbs or mud stop, pole coping and the like including weathering, slightly rounded or chamfered angles and throating including necassary form work (straight or curved) complete all as specified and directed. | 2.71 | Cum | 4,500 ₹12,195 Lowest | 5,600 ₹15,176 | 7,500 ₹20,325 | 7,000 ₹18,970 |
| 8.00 | S & F 110 mm bore PVC (SWR) pipes type 'B' confirming to IS 13592, in any length with rubber ring joints fixed to walls with necssary clamps and fittings complete all as specified and directed. | 297 | RM | 450 ₹1,33,650 | 450 ₹1,33,650 | 350 ₹1,03,950 Lowest | 400 ₹1,18,800 |
| 9.00 | M & L for precast cement concrete 1:3:6 type C-1 (using 20mm graded crushed stone aggregate) as in bond stone (for stone walling) and set in CM 1:4, including necessary form work complete all as specified and directed. | 7 | Cum | 8,000 ₹56,000 | 4,600 ₹32,200 Lowest | 6,000 ₹42,000 | 8,000 ₹56,000 |
| 10.00 | M & L for Hand packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level of broken stone or boulders complete all as specified and directed. | 13 | Cum | 1,000 ₹13,000 | 800 ₹10,400 Lowest | 2,000 ₹26,000 | 1,200 ₹15,600 |
Tender Value
₹3.8 Cr
EMD Value
₹4.5 L
Closing Date
10 Oct 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CE 31 Srinagar Zone
HQ CE 31 Srinagar Zone
PROVN OF INTERNAL ROAD FOR BAGHBELLA AT TANGDHAR UNDER GE 874 EWS
2026_MES_781552_1
800207
Open Tender
Civil Works
Item Rate
500 days
GE 874 EWS
As per tender documents
11 documents required · 11 mandatory
₹2,000
GE 874 EWS
₹4.5 L
Yes
26 Oct 2026
29 Jul 2026
12 Oct 2026
29 Jul 2026
10 Oct 2026
28 Sept 2026
29 Jul 2026 - 7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | B/R WORKS:-
M & L for Earth work in excavation on all kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed complete all as specified and directed. | - | Cum | - | - |
| 2 | All as per item No 1 here-in-before but exc 1.5m and n exc 3.0 mtr depth. | 173 | Cum | - | - |
| 3 | M&L for PCC 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete and for steel poles, complete all as specified and directed. | - | Cum | - | - |
| 4 | M&L for Walling random or polygonal rubble, brought up to course, well bonded, bedded and solidly hearted, built in cement mortar 1:4, and pointing surface in contact in same mortar complete all as specified and directed. | - | Cum | - | - |
| 5 | 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 broughtupto courses, Hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc.40mm in granite or trap stone complete all as specified and directed. | 190 | Sqm | - | - |
| 6 | 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 broughtupto courses, Hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc.20mm in granite or trap stone complete all as specified and directed. | 18 | Sqm | - | - |
| 7 | M&L for providing cement concrete 1:2:4, Type B-1 (20mm graded aggregate) as in lintels upto 1.5m clear span, cills, steps, seismic bands, coping (PCC Bond Stones), roof kerbs or mud stop, pole coping and the like including weathering, slightly rounded or chamfered angles and throating as directed. | - | Cum | - | - |
| 8 | S & F 110 mm bore PVC (SWR) pipes in any length with rubber ring joints fixed to walls with necssary clamps and fittings complete all as specified and directed. | - | RM | - | - |
| 9 | M & L for precast cement concrete 1:3:6 type C-1 (using 20mm graded crushed stone aggregate) as in bond stone (for stone walling) and set in CM 1:4, complete all as specified and directed. | 7 | Cum | - | - |
| 10 | M & L for stone Boulder filling dry, handpacked tightly, as in wire crate apron bunds (Wire crate measured separately) in vertical bunds with sloping face complete all as specified and directed. | 7 | Cum | - | - |
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.25 MB
DrgBaghbella.pdf
Additional Documents • 7.89 MB
TenderBaghbella.pdf
Tender Documents • 1.03 MB
BOQ_875557.xls
BOQ • 0.34 MB
CorrigendumNo02others.pdf
PDF • 0.07 MB
CorrigendumNo01others.pdf
PDF • 0.11 MB
Corrigendum04date.pdf
PDF • 0.01 MB
Corrigendum03date.pdf
PDF • 0.01 MB
Corrigendum02date.pdf
PDF • 0.02 MB
Corrigendum01dateroad.pdf
PDF • 0.01 MB
Corrigendum01dateroad.pdf
PDF • 0.01 MB
Corrigendum01date.pdf
PDF • 0.02 MB
Corrigendum01date.pdf
PDF • 0.02 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .