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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹78.2 LAdmitted-Finance | +5.11% | ₹78.2 L | L1 | Admitted-Finance |
| 2 | L2₹81.5 L+₹3.3 L (4.22%)Admitted-Finance | +9.55% | ₹81.5 L+₹3.3 L (4.22%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹74.4 L
EMD Value
₹1.5 L
Closing Date
10 Aug 2026, 4:00 pmClosed
Commissioner
Municipal Coucil Sikar Near Ambedkar Circle Sikar
Construction of Interlocking road from Kishor Ji Pilania house to Puranmal Ji saini, Kailash ji house gali, Puranmal saini house to Dinesh Ji house and Kishor Pilania house to Shivpraash General Store, Shiv Mandir to Radheshyam Pandit house, Heeralal
2026_DLB_580796_32
URGENTENIB23
Open Tender
Civil Works
Percentage
180 days
Municipal Council Sikar
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Commissioner, MDRISL
₹1.5 L
Yes
14 Aug 2026
1 Aug 2026
10 Aug 2026
1 Aug 2026
10 Aug 2026
1 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of interlocking road from kishor g pilania house to puranmal g saini,kailash ji house gali ,puranmal saini house to dinesh g house and kishor pilania house to shivprakash general store,shiv mandir to radheshyam pandit house,heeralal tehsildar gali and moti kumawat gali ward no 18 Sikar | |||||
| 1.01 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per MoRTH Specification Clause 202.Cement mortar
Cement Concrete Grade M-15 and above and PCC blocks | - | P.cum | 678 | - |
| 2.01 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per MoRTH Specification Clause 202.Cement mortar
Lime Concrete, cement concrete grade M-10 (1:5:10) and below | - | P.cum | 393.5 | - |
| 3.01 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer.
Granular courses | - | P.cum | 310 | - |
| 4.01 | Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. | - | P.sqm | 41 | - |
| 5.01 | Carriage of Materials by mechanical transport including loading, unloading andstacking :: Stone, boulders, gravelly material(Taken Lead UP to 2kms) | - | P.cum | 174.63 | - |
| 6.01 | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | - | P.cum | 2,955 | - |
| 7.01 | Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion.
PCC M-20 | - | P.cum | 5,650 | - |
| 8.01 | Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in-charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement.
80mm thick | - | P.sqm | 792 | - |
| 9.01 | Raising circular brick/RR stone masonry manhole with circular opening 560mm dia and frame slab to required level including dismantling existing slab, taking out the existing CI frame & cover of manhole and raising it upto ground/ road level, refixing of frame and cover in M15 (1:2:4) concrete all around the frame, including making good the damage, form work, curing, complete as directed by Engineer. (Brick work / RR stone work of raising depth of manhole to be paid separately) | - | P.no. | 610 | - |
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